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4624 Socrates Way- 18-2295; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 04, 2018 BUILDING APPLICATION #: 18-10000500 BUILDING PERMIT NUMBER: 18-10000500 UNIT ADDRESS: SOCRATES WAY 4624 22-20-30-520-0000-0450 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4624 SOCRATES WAY / REAGAN POINTE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilHousing 705.00 1.000 dwl unit 705.00 ROADS- COLLECTOKS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT , 1101 EAST FIRST STREET SANFORD, FL 32771 C PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE \N v THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. 11 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Orlando, Florida 32901 Telephone: 407-422-2234 NOC 18387 RECORDING INFORMATION ABOVE THIS LINE NOTICE. OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000.0450 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 45, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4624 Socrates Way, Sanford, Florida 32773 General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee sbttple (c) Fee Simple Owner (if different than 4(a)): Same 4. Contractor's: (a) Name and address: David Weekley Homes 225 S. Westmonte Drive, Suite 2000, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A Ir Lender: (a) Name and Address: NIA; (b) Phone Number N/A Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as vided by Section 713.13(1 a)7, Florida Srrumes : (a) Name and Address: N/A (b) Phone Number N/A In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided inmection713.13 I (b), Florida Statures: (a) Naand Address: N/A; (b) Phone Number N/A Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and al payment to the Contractor, but will be I year fruni the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE: COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verficalion pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLL2ware limited liability company By: uthorized Agent STATE OF FLORIDA COUNTY OF ORANGE 1 HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and naths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY F R CERTIFY,zr Kingman Keating, is/are the same person(s) eider executing or acknowledgRd n of the f e ing instrument becpersonally know him/her/them OR _ I have satisfactory evidence Of same hu_ FI driver's license or identification: WITNESS d offs ' seal is the State and County aforesaid this 5th day of June. 2018. Rr SANDRAGREER Nota blicSig rur ComntissitmIGG123T03 PACs ."-.,1• ATELrau.a+) y Ex; vaaSeptember 8,2D21 a, Wr a. naw tlry ta,agtnoory smarty GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018065179 BK 9148 Pg 1452; (1pg) &RECORDED 06/08/2018 08 30:39 AM 10.00 MAY 16 VA S, .Job Address: i,-A Q 2-N vQ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION y Application No: Documented Construction Value: S I 22`-I58St° Istoric District: Yes No 13 Parcel ID: Z?- 2, 3 Z O b y G_ Q Residential l'v Commercial Typc of Work: Neiv Addition Alteration Repair Demo Change of Use Move Description of \Fork: ';_(. Vcl .t`L{1 Plan Reviesv Contact Person: -TR•'e-Cut LTitle: ' k(l C lt,r`;ti Phone: U-C)1.8t . Fax: — Emailri-(,y1C-IC- w iL S C UI- Property Owner Information 1Name C t-NN ; L C, ! =,Lr- l._tr')_ Phone 11-6-ale-3_ Street: 1 l l 1 1,4 . tPCJST- hWlL `I?rl Resident of property? Cite, State Zip:C_ Contractor Information Name 17tifFl. Phone: '407- Street: Z. 2S `.t I Ir Fax: City, State Zip: State License No.: CLUC,15 !q 1 Architect/Engineer Information Name: Street: < C2. Q-M11WGI_17 O1EE t it Cite, St, Zip .Aryl-tA t rlJ 3Llu L: Bonding Company: Address: Phone: QU1-(_ VFti• I Q 1-1 Fax: U01 - (., R>1 -1?1J E-mail: P -MI Nlortga e Lender: Address: WARNING TO ONVNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCENIENT .MAY RESULT C\ YOUR PAYING TWICE FOR INIPRO%'E.NIE.NTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ,AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FI .kNCING, CONSUL-r wi-m t'OL'R LENDER OR _N ATTOR-NEY BEFORE RECORDING YOUR NOT'ICE OF CONINIENCEMENT Application is hereby made to obtain a permit to do E^e work andinstallations as indicated. I certify :hat no work or Installation has commenced prior to the issuance of a per nit and that all work will be performed to meet standards of all laws resu!atina construction In this jurisdiction. I understand that a separate permit mast be secured for electrical work, plunibing, signs, wells, pools. furnaces, boilers, heaters, tanks, and air conditioners, etc. r• uC 105. 3 Shall he inscribed %rith the date of application and the cude in effect as of that date: 5" Edition (2014) Florida Building, Code Rv%Isol:-I11ne 30.201? Pcrmit:\pplicatnm NOTiC'E: Ir. zddi:ion to tat fequ:i-z:n0_1s of tlt:s p::rtil, l^er: ma} r_' ut'-caticniC ::s-:Lztions _pp icahle to tais ?ra}:er-y !iia: !ray beiowidof lc pub'.:, r::ol;:s of tLls couu: , and L`lerc may be a•::riirl na- ae.miSS r-- ircS. L7Q otl:e: :'eT L^JItSCI :S:i . s 3UC:: as N']'t.' Jist. ic's, sta% agencies, or fee.;=l a; ucies. prace :' perm'.: is vC,;.- atio:: thst 1 :vill red—/ i :)%vn.r of tte praptr,, of the requ:r::mcn-s of Flan a Licn La%v, FS '! ?. T: z City of Suiforc req•_ires paymunr of a plan revie:v fee at the -i_e a: pe-r-.it st:bnuttl. a .npy of the executed coca•act is ragUired in arcer to calcularc a pl,,,: rcvievi c;tzrgc and will be consicertd d:e csti-rlacd c:;cst,.ictoa t-al:ie o' the job at 1te :in:e or aubri ral. Tac acwa::onstr_e:ien value wili be Eiared besed on :he cn-ent ICC Valunner. Tabl- in aff;ct at tl:c :icie -he permit is issued, in a=co-dears wirh :ccal ordaiance. Should calcu:aced :ha ges':g-ir--d oti t_ie exe--ured cennact txct_d the acti:a; corstructio_ value, eredi- will be applied to vaur per-riit fees N;i:n :he permit, is is"ed. OWNER'S FFID-,%•-IT: I cerr ,; that all of the for-a-cina information is accurate and that all wort: w=tli be done in compliance with uil applicable lams re;uladnv construction and zonilt;. Sig-ofircru of O' .k; . c;e 5: amr. o°C o_ .•4bci Dais Frin[ Owa-r.'-it S\amc r.^ ?HW CunU —..agtnt'a RACHEL BLACK'NELL RACHSALACK'NELL Notary Public -State of Florida Notary Puolic - State of Flo riaa My Comm Expires Jan 12. MOp,l y Comm. Expires Jan 12, 2018 Commission m FF 062050 Commission k FF 062y',50 r-Ji'¢cilaiiy,.-I QVM-./ Vie oi- n '^'' : a a- ` c 6e's, nnllV `snow to Nfe oi- m Type of ID Prcd-_ic2d © rce o; BELOW IS FOR OFFICE USE ONLY Periz:its Required: Building Electricalg] Mechanicala ?iu:: bin_g Gas[] Reof Construction Tyne: .I6 Occupancy Use: (L 3 Flood Zone: Total Sq Ft of Bide: L'3Min. Occupancy Load: t l W of Stories: New Construction: Electric - T of Amps l j—b Plumbing - 9 of Fixtures I g Fire Sprinkler Permit: Yes [I No &r # ofR ads Fire A!arm Permit: Yes No I I APPROVALS: ZO'L\TD4G: - -/AP, C;TILTTIES: 7-viASTE WATER: EVGCV, EER, ftCr: FLZE: CO:vI d1T5: Ok to construct single family home with setbacks and impervious area shown on plan. Sy.9f / s2 BMDNI G: SEC. • "- Rzv;sc• c: fune 30. 201 i Paniii App: L;3:icn Job Address: ',.A Q Z.A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 12 J a a9 Documented Construction Value: S 1 1 n qo() c District: Yes No Parcel ID: ZZ 21- `SO 6 y e 0 Residential[ Commercial Type of `b'ork: New 0 addition Alteration Repair Demo Change of Case Nfove Description of NVork: 1;47!! t t.tt t t Gl( j iC Plan Review Contact Person: Title: Mt,effic77-(r Phone Fax: - EmaiIq, 10jC-I( Property Owner Information INameC1fl - >:I-,N . (_lC, t-L. l__l.-' Phone: -6 'allo-33US' Street: 1 11 14 -POST- /WILi`l_n Resident of property? : City, State Zip: 40L)Sir),A -i1Ci C Contractor Information Name Ri2sL( —Dt fFy Phone: /407- I_S-Sic7o Street: Z.2 D5P,0F `ft1 00C Fax: City, State Zip: (-}l t I tCc = A%C- fit. 3'"1,`1 State License No.: CftC. I 57 1 q YCt 1 Architect/Engineer Information Name: Wnr TP COi,u Li' Phone: UCn-U:RV 1 Q 1-1 Street: IL , cc-LUQ fEil_77 t! City, St, Zip: LprF, CA I Bonding Company: Address: Fax: UO-1 - uS\ -1RW E-mail: POyAl,\,AHC3-t r i '= G-( Mortoa,ve Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONI}IErCEMEN-r MAY RESULT C Y'OUR PAYZ\G TWICE FOR EMPRONT.YIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEN-IENT _MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU, EXTE\-D TO OBTAIN FENA.\CING, CONSULT WITH YOUR LENDER OR N .ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO-MME`iCE.MENT. application is hereby made to obtain a permit to do t-t work and installations as indicated. I certify :hat no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws resu!ati ns cons ruction in this jurisdiction. I understand that a separate permit ntttst be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed n•ith the (late of application and the cud in effect as of that date: 51" Edition (2014) Florida Building Code Rceibcd: June 31). 20ti Permit Aliplieaunn NOTiCF: Ir. zddition to t:3s requ'rena_ts of tlt:s per: Sit, there may ')a ad: it:nni os^'. tions=pplcable to this ?n}eey dia: may be folutd bt _.hc pub'.`: recor`s of this couu:%, and [herd may be a_did--o:: penruts rzc::rcd E•o© other cn.titics 311clh as wn!c- ar.a;:r.-on: Jistic's, stare agencies, or federal a.cucies. cztp=ce 2f pertr.'.: is veri:icaiio^ that 1 %vi!1 :)vvnur of !hc pr3penj c'the requ:rzmen-3 of Flarida Lim Law, FS T.ie City of Sanford req•:ires paymt:nr of s *Ian review fee at the ]=e o: pe.-mit iubatml. A copy of t!re executed cocYsct is vaquired in order to calculate a plan review charge and 'uiL' be consicer:c d:e astimamd c:est.tcton value of tho job at lie rime of submittal. The aca a=onscr_crien value Dili be Egured bzsed on the cn.mnt ICC Valuatka Table in a:t at die 7rte :he per..-ut is issued, it.. a_co.deace wi:b !ecal ordinance. Should calcu:aced=hargei r:gured of the ese_-uted cena:t_t exceed the actva. corstn!ctioa value, credi: will be applied to your parni: fees when 'he ?ennit is iss;:cd. OWNER'S AFFIDAVIT: I certify chat all of the foregoing informadon is accurate and that all world wiL' be done 9u compliance with all applicable laws regulating constrtictioa and zoning. 31-pifitumor0 'txe S'tanwro:C r, Dart Print P::j: Can' W SCMt's 4=n 17 pUlry, :7V ,. dun o.A °°e' RACHEL BLACKWELL = "'+;'. RACE e' LACKWELL Notary Public -State of Florida - ' `/ ? Notary Puolic - State of Florida i2 MEZE n :mEirJ12. 2010 3 v n "!.1y omm. Expire FF62150 12. 2o" t< "' E2350 :ft ;'••'• Commission k y tovyn icor a F'e a:svY co%v" toNfeor Produced UD Type of ID P:cducad ID ype o BELOW IS FOR OFFICE USE O\LY Permits Required: Building Elect.ical Mechanica! ?!1.1-111binR Gas Rcof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy- Load: # o Sturies: New Construction: Electric - T of Amps Plumbing - 9 of Fixtures Fire Sprinkler Permit: Yes No ti of Heads Fire Alarm Permit: Yes -,\'o APPROVALS: ZOtiTM: U. T1LI=-J: Cu.aSTE WATER: ENGIti7EERf.NG: FaE: E: BUILDfNG: COvI1IZ1T5: C1 eGi SYYq_ YIT lYr, b uf- PRQs Xbe(!atA e n lkzvsr_: fun* 34. 201 i P-ntit App:iuwlcn Application for Pared Driveway, Sidewalk or l Walkway Including Right -of -Nay Use & F,OR7D Landscaping in Right -of -Way Cepartmont of Planning & Development Serricos 300N-rlh'3rnAvenue Sar.iord,?Icroa32771 Phone: •IC7.0215'14C Fax: 407.588.5141 his porn: au: cr_;s sv;rk :o be dcro on tho iutlect race, :y or :n the ',Ily of Svforw's r'ght-of-way Ire. 3cccr,anc3 wila the Clljs recu'ata^s and the a:taG:ad ;ars::'ac:lcn -tans aprroved as p3^ r this pern.t. -he parr.l,s recuirac Far irlveway or s sldevveik eon5t^ueUcn cver 10C aquare feral of:-nc21e or 3t'te, mater'al or. the subject es:cel and / or 3:y 3'slru-tier of a Ive•;:av, wa way x larescaoe Impr-vemerts wihia the cih/ nIOUghl-o'-ay. It donet a=pr3•re any'•ycrk :vjhLn any aver j:.riadl, Mn s rght or -way. A!l requestad irfcrmai!or 'celow as we i as a c;:rrent surrey. s13 p:ar. r. plat _tea-y ;denUryi^g N .,,rti boles, 3 `'9 and :acs::en -t the aostng righl-cf-way and use shall on provldee cr appli;aCon could ae delay-y. Callesraa,eucy 1. Pr- JeC :otat cri4itlress: I 2 Fropcsed A U-rty: 1' Dr.vevay L 'vt!alk.v_y f7 Ciher 3 Schedule cf'n;orc Star. Date J Ccmplellcn Cd!: Emergency Rapalr3 l 4 Enef aesu pllcn ai bvorc: This application is suhmitt d by: PrjW. 1 CV-ner: rSignature Part Maine: sj Li•Ci 11 t Address: 7 S. i/`fQ51rylarl-E2. r1W Clues 33 1.A,( irxsn Pf•ore: Lb{ ;-MjS-%•}00 Fa:c Eeralt L1 lt o ri ? GL7C ftit lfS Data: awn Polalncenanca Res.* onsibilitiosAndemnifiicatlon me P= Le9tcr and nis aLc:99scr3 and _.signs. 3-all ce -trcar his P•ireerer errs shall nCu: e mantznvnco of ka im3r^rerant and unpavoc portion cf ,:gnt-oi-way alljexnt lne-e a. Raauester may. with. %wCan Cary aunz t tron• remove 3ata' nsa!tatiorvirprrremcrt Mly rastcring Lie 'pht-•:r-Wry w its previcus _onollbr- If, ;he amr: tl'at ary k.:ur_ rlrstructtun of fmt %,avc, ulaitles, 5: 3rrvratar taaOLs, :r ary ,janar3l nanlanancs 2rpdhos by Ilia Clly 00roT..es ,n xn5c: ai!h Wo aboVa rerrittac Whi fti•. the oarnl .ea 3h3I1 remove, --5iC M aad!w repair as 3ecassa / x no =s: to Ine "ity of Sanford rsaf?r 3s ;u:h'aalitles are in'he a.bic.'yht-okvav If arms P-muestor noes rot ccnunueLro rra'rmtr the :npro.err.enl and areo 'n 3cccrdanca tv!:h pravlctmiy vataa !Mena, c: comelotely : zsioro the igm-cf- va/ 'o its orivicus cnrdi5on, :ne Gly shall, aler 3rpraonale ,:odce, restcre the arse to it-, 3rov:ous :cn-i!lor at .no Recuustcr3 3x9ensa ard, 'f •:ecessary, die 3 Len rn :he Rsquestors ;.roper,•; : c rocover ccs:s a'restaraCor_ To he F Ilast axten::ernCtd by law, Raquestor 3graes :a inland,;resrrnlh/, arc held •lormletz; a C;ty.:ts.xurc l_erscna agei:z, sar.^-rn, cr emp!:y- ees aopoirted, elecM:, or hire-} .'rrr era a^,etnst 311y317d 3113aniLli3s, _!aims. panattios, C3rnrde. Wts, Jt:7gme us, losses, excsrsas damagesiciro_ rttclne; or CnSoQLe d,3l), orslur/ :f any na:ura w.ndisoevar 'o person or :r':ary, and !ha = :s 3rd arpansss Incident :he,ata ;ncudirc costs o.' ae-anse, saWamam. and 'easoracia attemay'3 :eo; uz to arc incluchC a:i a:peal;, reet•I,!rg ire. anyf_shicn !r.,m jra..s:ng Jim- ly Y.ne.recl;y it 3: _r conroamd •Mth : he uae aftto Cihjs -ISht-of-,jay. I have read and undgrstan Lthe above statement and by signing this applic3tl0n I agree to its terms Signature: Pre-paur Irs. cectcn ey: Onto: This permit shall be posted on the site during construction. Please call 4IM5, 10.5080 21 hours lit advance to schedule a pre -pour inapec:icn. Official Use Only irpliraticr No: F_ e: RevloweC: Fjbllc'P/ crk3 Jhlitr_'s Approved: y rs ii!• cf1 •ine rirq " 3tte !nspeced ty: 3rer!af Permit Ccnd-ons. vsre w- :jtn Cate: I Cnte: at!!: Date: Data Date: 1vMAf jet SANFORD FLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form - Tracy Wiggers Frim David Weekley Homes 225 South Westmonte Drive, Suite 3300 Altamonte Springs State FL 407-865-8255 Fax: Property Address: 4624 Socrates Way Property Owner: CND -Reagan, LLC (Texas LLC) Parcel Identification Number Phone: 713-316-3365 Zip Code: 32714 Email: twiggers@dwhomes.com 22-20-30-520-0000-0450 Fax: The reason for the flood plain determination is: Email: New Structure Existing Structure (Pre-2007 FIRM Adoption) Expansion/Addition Existing Structure (Post 2007 FIRM Adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0160 F The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the F-1 Floodplain A portion of the Parcel is in the = Floodplain The Parcel is not in the Fx I Floodplain The Structure is in the F-1 Floodplain The Structure is not in the = Floodplain Map Date September 28, 2007 Floodway Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-2295 Reviewed by: /fa/aoICW, 641-f'%- Michael Cash, CFM Date T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc May 22, 2018 LUMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mare, LoncNvood, Sanford, Seminole County, Winter Springs Date: 1 hereby name and appoint tia [ .., l v' Ci j E an agent of TTU to be my lawful attorney -in -fact to act for me to apply for, receipt For, sign for and do all thir.Us necessary to this appointment for (check only one option): C3 The specific pemlit and application for work located at: strxt Address; Expiration Date For This Limited Power of Anomey: 1 /- I License Holder Name: C` {,jrt,44 1 State License Number: C Sic -nature of License Holder:j't:!'I STATE OF FLORIDA CO WTY OF _ •L')3I !, The fore=o= instrumeN was acicno vledwd before me this day of ,.' 200 by It ", 0 :taCL'j who isV ersonallyl:nok%n to me or who has produced as identification and who did (did not) take an oath—.— I Notary Seal) RACHEL BLACKWELL Notary Public - State of Florida hly Comm. Expires Jan 12. 20 13,; Commissiau T FF 0623i0 r• R0%. O's 12) 1 A nt or type name Notary Public - State or - Corp -mission 'No. My Comrlission Expires: rlEt.)TJ ...S- T FOR TUG & 'R r 0 `rE 'FT_J JEi` T d, Spriiic's, Clis-Citre: t f, .t.1t_'tt `' !•Ul: U',• t::C'1r?, •: t?1()t Jcl12irol;; L.oul'!-,'' (iilCYt't t"I1,>3 D1:41 Irk ro :ct i ianl: I "I nLr;i i ( 1Y1 jp ° "j2cl a ;ess:SU _,tA Ur I S ,,I !in P -,-iiii iV: Floctr'ICa' helmiz r L-i misid.racion forauthorizin; die approrriatz! titrllt l:Ul p.C:;%rJ%nt r_12.:.le Clcilft". ., agr a :;'iti:and fill: ersr-ld the following: 1. This Tug;Pre-power ai plica:ion is vaiid only for eae-aria reo-ratnily dwellinp. 2. The `acilily w'.11 not be occupied until a ceitiicate of occupancy has beeu is.;ued, 7. If!hejurisdiction hereafter Fulids that the facili,y !.as been occupied be-orc a :e1-:ii7cuie of ocCupnnC; has been issued, the jurisdiction Wil' have the 01:ilateral -;ght to direct the ;.rtiiity to termin,ite electrical service With011t rc-iice. Furthermore, we understani and agree tlia: 51:olrld thejur:sdiciron exercise such rl;7ht, tie jurisdiction will not be responsible for any darna es or tests which may result from the exercise of such ri3f:t. Also, in the event any third party claims d=ages from the exercise cf st:ch right, we agree to joindy and indi .,idnally indcrtrini 'N and 'hold hnrmles.., the jurisdiction from all such danha3es and costs, including attorney's fees. d. Prior ro pre•pewer, `he building or structtrr•e s:.all be weather tig-!it and secl:re. The electrical wiring in the area designated for pre-pwx-.r shall be complete and it,, saf orcer. All electrical services associated wi:h tale area w'.11 be iDO% complete unless specifically approv-.c by the alece'icai inspector. Interior eleetr'cw! rr oms shalt be lockabl:, if elecn•ica! panes are in in area t!tat cannot be loc!ce:l b; doors, the panels shall be -.gt;ipped with a locking me-chanism (approved by Oie AHJ). The ;icensed electrical contractor or his licensed representative shall hold the !ceys(s) For such: access to eiectrical panels to prevent energizing circuits other than those that are safe. 6. Tliis TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. 1, provided, :he fire sprutic'er system :rust be operational with '.eater o;, to system prior, o pre -power. 3. TUG approval is for service and outside GP'Ci ontlets only. 9. Clieck with the local I urlsdictiou fur Axs assucialed ieirh tags. P:•irt Name ofOwner;Tenanr P/ j/ / /f 9ignatt- H ofOwm;r/Tenant I( iR[3D;CT!0iH Elvl"PLOYEEE atd Tx,tl-fl2 Print Niu' L:: oorGe . Coliml..cicr si; nntr of Gan. _ontractcr if 5101391 Gen. Contractor License :' Pr; nt lat>;e of El. Ccnh actor Si_ urataraof El. Ccrtu•noter 17 1. ConTrac;or License Crt- LLED l\TO• = Progre:is EnCrryy o Florida Por:er :1:-d Li_I:r cn -- — rttev. 021n! 1 J i CERTIFICATE OF LIABILITY INSURANCE 0A7. E (NIA ''DO/YYYY) 1,23;2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER R.K. Gore 8 Associates Insurance Brokers, L.P. 15901 Red Hill Ave Suite 100 Tustin CA 92780 I [oNMEwACT Macali MelchorNA: PHONE 714.505 DODO I ; "` 714-573 1770 E-1AIL mmelchor@rkgore.com INSURER(S) AF=ORDING COVERAGE NAIC e INSURER A:UNDERWRITERSATLLOYDSLONDON 115792 INSURED WEEKL-1 INSURER B •NIARKEL INS CO 138970 Weekley Homes, LLC 1111 North Post Oak Rd INSURER'. I Houston, TX 77055 INSURER D I INSURER E . INSURER :. I COVERAGES CERTIFICATE NUMBER: 6080768 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AL. THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR I , TYPE OF INSURANCE IINSDI bWVD POLICY NUMBER POLICY -FFIIMMIDDP-rY". POLICY EAPfNla10Dfy,4, I LIMITS A X COMMERCIAL GENERAL LIABILITY 80595XR468a015 71112015 7/1/2018 I EACH CCCURRENCE 155.000 000 CLAIMS -MACE X OCCUR APJAuc NIPREMI ! a r. r 1 50 X PIMEDEXfAnv one nerscnl i0 Contrac:ual L iab i X Included PERSONAL 3 AOV INJURY 155.000 000 GENT AGGREGATE LIAnT APPLES PER. I IGENERALAGGREGA7E155000.000PqC- DOLICY XElJEC ECTLDC PRCDLCTS • COMP:GP AGG I55900.000 I I I a OTHER: AUTOMOBILE LIABILITY I IEn IJINCW l UL_ L1M1, 15 BOOILY INJURY (Pw -asom I i ANYAUTOALL OWNED SCHECULED AUTOS AUTOS HIRED AUTOS NON - OWNED AUTCS I aODR'r N,;URY IPer ac dentl 5 Iy AayA c S tPw caden0 Ia B UMBRELLA LIAR H OCCUR I 1332-16917.18XSOCC•2015 EACH OCCURRENCE I S5.D00.000 AGGREGA7E 55 000.000 X EXCESS LIAR CLAWSAtADE, I 1 171L2015 1711;2018 I I i DED I I RETENTION5WORKERSCOMPENSATIONLIABILITYAND EMPLOYERS' Y: NANYPROPRIETOR/ EXCLU R' E!(ECUTIVE I OF.ICEfLMEMBER EXCLUDER MandatoryinNH) N 1 A RT gEPJrc 101+ c ELEACHACCtGENT 5 E.L. OSEASE • cA EMPLOYFA 5 If ves. bescnbe unber DESCRIPTION OF OPERATIONS u» rr I E.L CLSEASE • a'LIly I [MIT 15 I DESCRIPTION OF OPERATIONS / LOCATIONS 1 •JEHICLBS (ACORC 101. AdOweral Remarhs Schodwe, may be attacned If more spaco is requlrod) SIR: $250,000 - Bodily Injury SIR: $2,000.000 - Property Damage Evidence of Coverage L. tr( I It - It A I to MULUtnrt City of Sanford 300 N. Park Avenue Sanford FL 32771 SHOULD ANY OF THE A80VS DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS REPRESENTATIVE Q 1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD ACORN® CERTIFICATE OF LIABILITY INSURANCE DATE(M1IMIDDIYYYY) 2/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc 1900 West Loop South Suite 1600 CONTACT NAME: Ashleyary PHONE 713 935 8811 FAXIA' C 713 358-5713 E-MAIL ashle ca a comy— ry@ )g• INSURERS AFFORDING COVERAGE I NAIC NHoustonTX77027 INSURER A :Old Republic Insurance Company 124147 INSURED INSURER B INSURER C ' IWeekleyHomes, LLC 1 11 1 North Post Oak Road Houston, TX 77055-7211 INSURER D . I INSURER E INSURER F I COVERAGES CERTIFICATE NUMBER: 1052841088 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSRLTR I TYPE OF INSURANCE I INSD I WVD POLICY NUMBER FF MMIDDM'YV) (IMM DD WYYEXP I LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS - MADE OCCUR PPI I EACH OCCURRENCE S DAMAGE TOR NTED PREMISES ( Ea occurrence, I S I MED EXP (Any one person) I S jj jj I_ J I PERSONAL d ADV INJURY S GEN' L AGGREGATE LIMIT APPLIES PER: 17 POLICY 17 JECT IL_ LOC OTHER: I GENERAL AGGREGATE 13 I PRODUCTS - COMPIOP AGG I S I I b A IAUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY I AUTOSHIRED IAUTOSONLYiXIAUTOSONLOYDedcomp I1S500 DedColl I MWT331 _417 3/1/2018 13/1/2019 IN v ziIN Lc LIMIT LI (Ea acadent)1 1.000.000 I BODILY INJURY (Per person) I S X I1S250 BODILY INJURY (Per accident)S II Per a c dentDAMAG • I S I I S II I UMBRELLA EXCESS L ABAB OCCUR CLAIMS - MADE I I EACH OCCURRENCE S AGGREGATE i S I DED I RETENTIONS i A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN I . ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED' FNJ Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS oelow N I A I IVIWC31241800 3/1/2018 I I 3/ 1/2019 I X PER OTH- ISTATTEIIERI I E.L EACH ACCIDENT I 51.000.000 E. L. DISEASE - EA EMPLOYEE" 1.000.000 E L DISEASE -POLICY LIMIT i S 1.000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Died. Comp/Coll, $2,000 Died for Priv. Pass. vehicles valued over $75.000 CERTIFICATE HOLDER CANCELLATION City of Sanford 300 N Park Avenue Sanford FL 32771 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZE D EPRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING -PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot45Reagan Poi nte7499AN Builder Name: David Weekley Street: 4624 Socrates Way City, State, Zip: Sanford , FL , 32773 Permit Office: C? j, O 015E ( Permit Number: # ' `O 7 5 Owner: 7aJt p t.J LCt f-}j-LA'S Jurisdiction: 690000 nSAA1 DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) rnl 1. New construction or existing New (From Plans) 9. Wall Types (2536.3 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1323.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 900.67 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 312.67 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1130.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1057.00 ft' 6. Conditioned Floor area above grade (ft') 1694 b. Under Attic (Vented) R=38.0 73.00 ft' Conditioned floor area below grade (ft') 0 c. R= 11. Ducts ft R ft' 7. Windows( 207.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 338.8 a. U- Factor: Dbl, U=0.34 207.92 ft' SHGC: SHGC= 0.30 b. U- Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U- Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ft' a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1694.0 sqft.) Insulation Area EF: 0. 940 a. Slab - On -Grade Edge Insulation R=0.0 637.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 564.00 ft' None c. other ( see details) R= 493.00 ft' 15. Credits Pstat Glass/Floor Area: 0.123 Total Proposed Modified Loads: 59.84 PASS Total BaselineLoads: 60.47 1 hereby certify that the plans and specifications covered by Review of the plans and qHE S74p this calculation are in compliance with the Florida Energy specifications covered by this 4V Code. calculation indicates compliance y.,, ua withtheFloridaEnergyCode. PREPARED BY: Russell HenryBefore construction is completed DATE: March 22 2018 this building will be inspected for compliance with Section 553.908 0 a I hereby certify that this building, desi ned, is in compliance Florida Statutes. with the Florida Energy Code. CDD C J OWNER/AGENT: BUILDING OFFICIAL: DATE: S - I DATE: G-2 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 3/22/ 2018 8:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot45ReaganPointe7499AN Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1694 Lot # 45 Owner Name: Total Stories: 2 Block/Subdivision: Reagan Pointe of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Rotate Angle: 0 Street: 4624 Socrates Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 690000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1694 15456.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 637 5943.2 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1057 9513 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 89 ft2 19 0.25 0 0.75 2 Floor over Garage 2nd Floor ---- ---- 404 ft2 19 0.3 0 0.7 3 Slab -On -Grade Edge Insulatio 1 st Floor 96.5 ft 0 637 ft2 0.4 0 0.6 4 Floor Over Other Space 2nd Floor ---- ---- 564 ft2 0 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1264 ft2 282 ft2 Medium 0.85 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1130 ft2 N N 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 73 ft2 0.1 Wood 2 Under Attic (Vented) 2nd Floor 30 Blown 1057 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Walllvpe Space R-Value Et-ln Fr i Area R-Vahle Fr 1 NE Exterior Frame - Wood 2nd Floor 13 23 6 9 0 211.5 ft2 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul 1st Floor 7 3 0 9 4 28.0 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 13 50 0 9 0 450.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 41 6 9 4 387.3 ft2 0 0 0.6 0 5 SW Exterior Frame - Wood 2nd Floor 13 23 6 9 0 211.5 ft2 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul 1st Floor 7 23 6 9 4 219.3 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 13 50 0 9 0 450.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 28 6 9 4 266.0 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 33 6 9 4 312.7 ft2 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1 st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low-E Double Yes 0.34 0.3 N 51.7 ft2 1 ft 4 in 1 ft 5 in Drapes/blinds Exterior 5 2 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 4 in 1 ft 5 in None None 3 SE 4 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 3 in None None 4 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 4 ft 5 in Drapes/blinds Exterior 5 5 SW 5 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 5 ft 5 in Drapes/blinds Exterior 5 6 SW 6 Vinyl Low-E Double Yes 0.34 0.3 N 3.8 ft2 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 7 SW 6 Vinyl Low-E Double Yes 0.34 0.3 N 13.5 ft2 1 ft 4 in 15 ft 0 in Drapes/blinds Exterior 5 8 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 4 in 1 ft 5 in None None 9 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft2 1 ft 4 in 11 ft 3 in None None 10 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 3 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 404 ft2 404 ft2 46.88 ft 9.33 ft 1 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 36: 7 7MVA INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000377 1674.4 91.92 172.88 .3387 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 28.6 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 338.8 ft Attic 84.7 ft' Proposed On 2nd Floor -- cfm 84.7 cfm 0.05 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan [ Feb [ ] Mar HeatinHJan lX} Feb I Mar Ventin Jan [ ] Feb X Mar Ceiling Fans: Apr May ri Jun X JUI X AugX] Se Oct Nov f AprfIMayJunfJulfAu[ ]Sep Oct Nov X] A r [ Ma Jun [ Jul [ Aug [ ] Se [X] Oct X Nov Dec Dec Dec 3/ 22/ 2018 8:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 46 0 0 0 1 - Electric Heat Pump 1 - Central Unit 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ftz) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 4624 Socrates Way, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1323.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 900.67 ft 1 c. Frame - Wood, Adjacent R=13.0 312.67 ftz 3 d. N/A R= ftz 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1057.00 ftz 1694 b. Under Attic (Vented) R=38.0 73.00 ftz c. N/A R= ftz Area 11. Ducts R ftz 207.92 ftz a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 338.8 ftz 12. Cooling systems kBtu/hr Efficiency ftz a. Central Unit 28.6 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ftz 13. Heating systems a. Electric Heat Pump 1.333 ft. 0.300 Area 14. Hot water systems 637.00 ftz a. Electric 00 ftz b. Conservation features 493.00 ftz493 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in ec * in. Otherwise, a new EPL Display Card will be completed 3$1basedoninstalledCode96mplialtfeatures. Builder Signature: Date: e37 - (O • 1 -Q kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat 0j STg1 0 CA -_ v Address of New Home: City/FL Zip: 32...3 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 U a M U w wMO C O m in — Fresh air 7)3-4 5.2 SH 7.7 SO S2 SH 7.7 NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ductalgrl0s sized In compliance with Florida Residential Building Code-M1602.4 hnlwnmd rnhim air HONEYWELL Y8150 FRESH AIR VENTILATION SYSTEM 6' SNAPLOCK, FLEXABLE METAL PIPE. OR FLEX / WALL CAP WITHINSECT SCREEN OR TO 10x10 RAG I to roof, w/fan Nutone 1' DEL -AIR Manual S Compliance Report KUMo • Wl COMMoKM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY, Lot45ReaganPointe7499AN 4624 Socrates Way, Sanford, FL 32773 Job: Lot45ReaganPointe7499... Date: March 20, 2018 By: RH Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21874 Btuh Entering coil DB: 76.5°F Outdoor design WB: 75.2°F Latent gain: 4394 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 26269 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 953 cfm Sensible capacity: 21793 Btuh Latent capacity: 5094 Btuh Total capacity: 26887 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0300000AO+FB4CNP030L 100% of load 116% of load 102% of load SHR: 81% Heat loss: 22385 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27688 Btuh 124% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.4 kW 98% of load Temp. rise: 62 OF Meets all requirements of ACCA Manual S. Entering coil DB: 68.2°F Capacity balance: 35 OF Economic balance: -99 OF wrightsoft- 2018-Mar-22 08.38:00 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 1 Ci 9 SReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJB House faces: SW DEL -AIR Component Constructions Job: Lot45ReaganPointe7499... P Date: March 20, 2018 KUMG • aw C011117 01 M Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: DAVID WEEKLEY, Lot45ReaganPointe7499AN 4624 Socrates Way, Sanford, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 56 ft Design TD (OF) 29 18 Latitude: 290N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 38.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'= F ft'-'FBtuh Btuhlfl' etch BtuhlR' Btu Walls 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows ne 160 0.089 13.0 2.59 413 2.32 370 se 438 0.089 13.0 2.59 1134 2.32 1015 sw 180 0.089 13.0 2.59 467 2.32 418 nw 438 0.089 13.0 2.59 1134 2.32 1015 all 1216 0.089 13.0 2.59 3149 2.32 2819 ne 28 0.167 7.0 4.86 136 4.35 121 se 362 0.167 7.0 4.86 1759 4.35 1575 sw 177 0.167 7.0 4.86 862 4.35 771 nw 205 0.167 7.0 4.86 996 4.35 892 all 772 0.167 7.0 4.86 3753 4.35 3359 294 0.096 13.0 2.79 820 1.55 455 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 52 0.340 0 9.89 514 22.5 1168 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.43 ft sep.); 6.67 ft head ht 2B-2fv. 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 12 0.340 0 9.89 119 18.5 222 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 It overhang (2 ft window ht, 1.43 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 24 0.340 0 9.89 237 23.2 556 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 11.27 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 23.2 362 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.4 ft sep.); 6.67 ft head ht 1 wrightsoft- 2018-Mar-22 08:38 00 Right -Suite® Universal 2018 18.0.10 RSU24015 page 1 5ReaganPointe7499AN%Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces: SW 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 16 0.340 0 9.89 154 23.2 362 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 5.4 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 4 0.340 0 9.89 37 23.2 87 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (2.5 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 14 0.340 0 9.89 134 23.2 313 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.3 ft overhang (4.5 ft window ht, 15 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 12 0.340 0 9.89 119 22.5 269 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.43 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 36 0.340 0 9.89 356 22.5 808 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.27 ft sep.); 6.67 ft head ht nw 24 0.340 0 9.89 237 22.5 539 all 60 0.340 0 9.89 594 22.5 1347 Doors 11JO: Door, mtl fbrgl type sw 24 0.600 6.3 17.5 419 18.6 447 11DO: Door, wd sc type n 18 0.390 0 11.3 203 12.1 216 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1126 0.026 38.0 0.76 852 1.42 1597 gypsum board int fnsh Floors 20P-19c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-19 cav ins, amb 89 0.050 19.0 1.45 129 0.73 65 ovr 20P-19c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-19 cav ins, gar 401 0.050 19.0 1.46 583 0.73 292 ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 97 0.989 0 28.8 2777 0 0 wrightsoft" 2018-Mar-22 08:38.00 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 2 5ReaganPoinle7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces. SW Job: Lot45ReaganPointe7499... DEL --AIR Project Summary Date: March 20, 2018 Norms • am COMMMI M Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: DAVID WEEKLEY, Lot45ReaganPointe7499AN 4624 Socrates Way, Sanford, FL 32773 Notes: Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 39 gr/lb Heating Summary Structure 19023 Btuh Ducts 1893 Btuh Central vent (46 cfm) 1469 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 22385 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft') 1694 1694 Volume (ft') 16058 16058 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 134 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.2 HSPF 28600 Btuh @ 47'F 27 OF 953 cfm 0.046 cfm/Btuh 0.40 in H2O Input = 6 kW, Output = 21988 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 18836 Btuh Ducts 2129 Btuh Central vent (46 cfm) 909 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 21874 Btuh Latent Cooling Equipment Load Sizing Structure 2628 Btuh Ducts 558 Btuh Central vent (46 cfm) 1209 Btuh Outside air Equipment latent load 4394 Btuh Equipment Total Load (Sen+Lat) 26269 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 11.5 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigFttsoft- 2018-Mar-22 08:38:00 Right -Suite® Universal 2018 18.0 10 RSU24015 Page 1 5ReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces SW Job: Lot45ReaganPointe7499AN Date: March 20, 2018 1 DEL -AIR Right-J® Worksheet r`A7"a''"" Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 By: RH 1 Room name Entire House POWDER 2 Exposed wall 243.5 ft 15.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 6.0 x , 6.5 ft 5 Room area 1763.0 ft2 39.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuft2)or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw Fnn wall, st 0.089 ne 2.59 232 212 160 413 370 0 0 0 0 2A- 2ov 0.340 ne 9.89 22.45 52 0 514 1168 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 28 28 136 121 0 0 0 0 12C- Osw Fnn wall. st 0.089 se 259 232 450 438 1134 1015 0 0 0 0 11 2B-2fv 0.340 se 9.89 18.54 12 9 119 222 0 0 0 0 W, 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 386 362 1759 1575 28 28 136 121 t- G 2A-2ov 0.340 se 9.89 23.18 24 0 237 556 0 0 0 0 W 12C-Osw Fnn wall, st 0.089 sw 2.59 2.32 212 180 467 418 0 0 0 0 2A- 2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 2A- 20v 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 13A- 7ocs Blk wall, s 0.167 sw 4.86 4.35 219 177 862 771 56 52 253 226 2A- 2ov 0.340 sw 9.89 23.18 4 0 37 87 4 0 37 87 2A- 2ov 0.340 sw 9.89 23.18 14 0 134 313 0 0 0 0 11J0 0.600 sw 17.46 18.63 24 24 419 447 0 0 0 0 12C- Osw Firm wall, st 0.089 nw, 259 2.32 450 438 1134 1015 0 0 0 0 2B- 2fv 0.340 nw, 9.89 2245 12 0 119 269 0 0 0 0 Val 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 265 205 996 892 60 60 294 263 2B- 2fv 0 340 nw 9.89 22.45 36 0 356 808 0 0 0 0 LG2B-2fv 0.340 nw 9.89 22.45 24 0 237 539 0 0 0 0 R 12C-Osw Firm wall, r- 0.096 279 1.55 312 294 820 455 0 0 0 0 L- p 11 DO 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 166-38ad 0.026 0.76 1.42 1126 1126 852 1597 0 0 0 0 F 20P-19c 0 050 1.45 0.73 89 89 129 65 0 0 0 0 F 2013-19c 0 050 1.45 0.73 401 401 583 292 0 0 0 0 F 22Acpl 0.989 28.78 0.00 637 97 2777 0 39 16 446 0 6 c) AED excursion 205 4 Envelope loss/gain 14748 14141 1165 693 12 a) Infiltration 4275 1375 278 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 2400 0 Subtotal ( lines 6 to 13) 19023 18836 1443 783 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19023 18836 1443 783 15 Duct loads 100/0 11% 1893 2129 4% 4% 58 31 Total mom load 20915 20965 1501 814 Air required (cfm) 1953 9531 1 1 68 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoTt- 2018-Mar-22 08.38.00 A Right - Suite® Universal 2018 18.0.10 RSU24015 Page 1 5ReaganPointe7499AN\ Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces: SW 1QEL--AIR Right-J® Worksheet Job: Lot45ReaganPointe7499AN nING-W Entire House Date: March 20, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-831-2665 1 Room name FAM/DIN/KITCHEN MASTER SUITE 2 Exposed wall 81.0 ft 325 ft 3 Room height 9.3 It heat/cool 9.0 It heaticool 4 Room dimensions 1.0 x 597.8 ft 1 0 x 265.0 ft 5 Room area 597.8 ft' 265.0 ftz Ty Construction number U-value Btuh/ft?'F) Or HTM Btuh/ft Area yt or perimeter (ft) Load Btuh) Area (fO or perimeter (ft) Load Btuh) Heat Cod Grass N/P/S Heat Cod Gross N/P/S Heat Cod 6 t/ 12C-0sw Fnn wall, st 0.089 ne 259 2.32 0 0 0 0 144 92 238 213 L 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 52 0 514 1168 W 13A-7ocs Blk wall, s 0.167 ne 4.86 435 28 28 136 121 0 0 0 0 V V 12C-0sw Fnn wall, st 0.089 se 259 2.32 0 0 0 0 14 14 35 31 11 2B-2fv 0.340 se 9.89 18.54 0 0 0 0 0 0 0 0 j 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 358 334 1623 1453 0 0 0 0 G 2A-2ov 12C-Osw Fria wall, st 0.340 0.089 se sw 9.89 2.59 2318 2.32 24 0 0 0 237 0 556 0 0 0 0 0 0 0 0 0W 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 2318 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 163 125 609 545 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 2318 23.18 0 14 0 0 0 134 0 313 0 0 0 0 0 0 0 0 11 J O 0.600 sw 17.46 18.63 24 24 419 447 0 0 0 0 12C-Osw Fria wall, st 0.089 nw 2.59 232 0 0 0 0 135 135 350 313fW 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0c 13A-7ocs Blk wall, s 2B-2fv 0.167 0.340 nw nw 4.86 9.89 435 22.45 205 36 145 0 703 356 629 808 0 0 0 0 0 0 0 0 2B-2fv 0 340 nw 9.89 22.45 24 0 237 539 0 0 0 0 P 12C-0sw Frm wall, r- 0.096 279 1.55 312 294 820 455 0 0 0 0 L-D 11 DO 0.390 n 11.35 1211 18 18 203 216 0 0 0 0 C 168-38ad 0.026 0.76 1.42 0 0 0 0 265 265 200 376 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 24 24 35 17 F 20P-19c 0.050 1.45 073 0 0 0 0 241 241 351 175 F 22Acpl 0.989 28.78 0.00 598 81 2331 0 0 0 0 0 6 c) AED excursion 74 24 Envelope loss/gain 7808 6009 1723 2269 12 a) Infiltration 1450 466 563 181 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 3 690 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 9259 8366 2287 3281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9259 8366 2287 3281 15 Duct loads 4% 4% 370 335 18% 18% 402 597 Total room load 9629 8701 2689 3878 Air required (cfm) 439 395 123 176 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgl+twc.Vt- 2018-Mar-22 08 38.00 Right-Sude® Universal 2018 18.0.10 RSU24015 Page 2 5ReaganPointe7499AN%Lot45ReaganPoinle7499AN.rup Calc = MJ8 House faces: SW DEL-AIR Right-J® Worksheet HLAM-I r`°'""' Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2 65 Job: Lot45ReaganPointe7499AN Date: March 20, 2018 By: RH 1 Room name UTILITY MASTER W.C. 2 Exposed wall 15.0 ft 3 5 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 7.5 x 7.5 ft 6.0 x 3.5 ft 5 Room area 56.3 ft2 21.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area ffl Load number BtutVft'--'F) Btuhlft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw Frm wall, st 0.089 ne 2.59 232 68 68 175 156 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 V J 12C-Osw Frm wall, st 0.089 se 259 2.32 68 68 175 156 0 0 0 0 11 L-G 2B-2fv 0.340 se 9.89 18.54 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0G W I--G 12C-0sw Frm wall, st 0.089 sw 259 2.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 sw 9 89 23.18 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0. sw 86 0 0 0 0 0 0 0 0 2A-2ov 0.340340 sw 99.89 233.1818 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11 J O 0 600 sw 17.46 18.63 0 0 0 0 0 0 0 0 12C-0sw Frm wall, st 0.089 nw, 2.59 2.32 0 0 0 0 32 32 82 73 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 V 13A-7ocs Blk wall, s 0.167 nw, 4.86 4.35 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 2245 0 0 0 0 0 0 0 0 P 12C-Osw Frm wall, r- 0.096 279 1.55 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 in 11.35 1211 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 56 56 43 80 21 21 16 30 F 20P-19c 0.050 1.45 0.73 30 30 44 22 0 0 0 0 F 20P-19c 0.050 1.45 0.73 26 26 38 19 21 21 31 15 F 22A-cpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 58 7 Envelope loss/gain 474 376 128 111 12 a) Infiltration 260 84 61 20 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 6001 0 Subtotal (lines 6 to 13) 734 1060 189 130 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 734 1060 189 130 15 Duct loads 18% 18% 129 193 18% 18% 33 24 Total room load 863 1252 222 154 Air required (cfm) 39 57 101 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r}&- wrlghtsotFt' 2018-Mar-22 08:38:00 Aaz`A Right -Suite® Universal 2018 18.0.10 RSU24015 Page 3 5ReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces: SW 1' DEL -AIR Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Job: Lot45ReaganPointe7499AN Date: March 20, 2018 By: RH 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 0 It 11.5 ft 3 Room height 9.0 ft heaUcod 9.0 It heaUcool 4 Room dimensions 6.5 x 9.5 It 1.0 x 112.8 ft 5 Room area 61.8 ft2 112.8 ft2 Ty Construction number U-value Btuh/ft?'F) Or HTM Btuh/ft') Area (ft or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 WJ I-G 12C-Osw Frtn wall, st 2A-2ov 13A-7ocs Blk wall, s 0.089 0.340 0.167 ne ne ne 2.59 9.89 4.86 2.32 2245 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11 Uf/ L-G 12C-Osw Firm wall, st 2B-2fv 0.089 0.340 se se 259 9.89 2.32 18.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U/ t-G 13A-7ocs Blk wall, s 2A-2ov 12C-Osw Frm wall, st 0.167 0.340 0.089 se se sw 4.86 9.89 2.59 4.35 23.18 2.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IW 2A-2ov 2A-2ov 0.340 0.340 sw sw 9.89 9.89 23.18 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0E21--c; vf/ 13A-7ocs Blk wall, 5 2A-2ov 2A-2ov 0. 0.340340 0.340 sw sw sw 86 9.899 9.89 4. 23.1818 2318 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 111.10 12C-0sw Fnn wall, st 0.600 0.089 sw nw, 17.46 259 18.63 2.32 0 0 0 0 0 0 0 0 0 104 0 92 0 237 0 212 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 12 0 119 269 13A-7ocs Blk wall, s 2B-2fv 0.167 0.340 nw nw 4.86 9.89 4.35 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2B-2fv 12C-0sw Frm wall, r- 0.340 0.096 nw 9.89 279 22.45 1 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0q 0 1100 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 62 62 47 88 113 113 85 160 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.45 0.73 29 29 43 21 37 37 53 27 F 22Acpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 108 Envelope loss/gain 89 103 494 776 12 a) Infiltration 0 0 199 64 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 89 103 694 840 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 89 103 694 840 15 Duct loads 18% 18% 16 19 18% 18% 122 153 Total room load 105 122 816 993 Air required (cfm) 5 6 1 1 37 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r}+- 2018-Mar-2208:38:00 Right-Suite® Universal 2018 18 0.10 RSU24015 Page 4 5ReaganPointe7499AN\Lot45ReaganPointe7499AN rup Calc = MJ8 House faces, SW Job: Lot45Reagan Po inte7499A N Date: March 20, 2018 DEL -AIR Right- J® Worksheet AM''" Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 By: RH 1 Room name BATH 2 BED 2 2 Exposed wall 5.5 ft 29.5 ft 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 Room dimensions 8.5 x 55 ft 1.0 x 171.3 ft 5 Room area 46.8 ft' 171.3 ft' Ty Construction U-value Or HTM Area (fly Load Area (ft') Load number Btuh/ft?'F) Btuhlft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V J 12C-Osw Fnn wall, st 0.089 ne Z59 2.32 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 12C-Osw Fnn wall, st 0.089 se 2.59 2.32 0 0 0 0 23 23 58 52 11 2B-2fv 0.340 se 9.89 18.54 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 T-G 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12C-0sw Fnn wall, st 0.089 sw 259 2.32 0 0 0 0 113 97 251 225 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 16 0 154 362 G 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11.10 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 IW 12C-0sw Frm wall, st 0 089 nw 2.59 2.32 50 50 128 115 131 131 338 303 2B-2fv 0.340 nw, 9.89 22.45 0 0 0 0 0 0 0 0c j 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 nvv 9.89 22.45 0 0 0 0 0 0 0 0 ILi 2B-2fv 0 340 nw 9.89 22.45 0 0 0 0 0 0 0 0 Fi 12C-0sw Frrn wall, r- 0 096 279 1.55 0 0 0 0 0 0 0 0 q_D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 47 47 35 66 171 171 130 243 F 2013-19c 0.050 1.45 0.73 0 0 0 0 35 35 51 25 F 20P-19c 0 050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-cpl 0 989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 94 Envelope loss/gain 164 170 982 1303 12 a) Infiltration 95 31 511 164 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 259 201 1493 1468 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 259 201 1493 1468 15 Duct loads 18% 18% 46 37 18% 18% 263 267 Total room load 1 304 237 1756 1735 Air required (cfm) 114 11 801 79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rw wrtgFatwc rt- 2018-Mar-22 08,38,00 Right-Suite® Universal 2018 18.0.10 RSU24015 Page 5 5ReaganPoint e7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces: SW 1 DEL -AIR Right-l® Worksheet iM0.11121 "m"° Entire House Job: Lot45ReaganPointe7499AN Date: March 20, 2018 By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 1 Room name BED 3 LOFT 2 Exposed wall 23.0 It 26.5 ft 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 11.0 x 12.0 ft 1.0 x 259.5 ft 5 Room area 132.0 ft' 259.5 ft' Ty Construction U-value Or HTM Area (fN) Load Area (ft Load number Btuh/ft'--'F) Btuhlft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6% L-G 12C-Osw Fnn wall. st 0.089 ne 259 2.32 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-7ocs Blk wall, s 0.167 ne 4.86 4.35 0 0 0 0 0 0 0 0 T 12C-Osw Fnn wall, st 0.089 se 2.59 2.32 108 108 280 250 239 227 587 525 11 r--G 2B-2fv 0.340 se 9.89 18.54 0 0 0 0 12 4 119 222 yJ 13A-7ocs Blk wall, s 0.167 se 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0G IW 12C-Osw Frm wall, st 0.089 sw 2.59 2.32 99 83 216 193 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 L 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 13A-7ocs Blk wall, s 0.167 sw 4.86 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11J0 0.600 sw 17.46 1863 0 0 0 0 0 0 0 0 IW 12C-Osw Fnn wall, st 0.089 rtw 259 2.32 0 0 0 0 0 0 0 0 L-c 2B-2fv 0.340 nw, 9.89 2245 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 0.167 nw 4.86 4.35 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 R 12C-Osw Firm wall, r- 0.096 2.79 1.55 0 0 0 0 0 0 0 0 q-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 132 132 100 187 260 260 196 368 F 20P-19c 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.45 0.73 0 0 0 0 47 47 68 34 F 22Acpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1100 87 Envelope loss/gain 750 1093 969 1236 12 a) Infiltration 399 128 459 148 b) Room ventilation 0 0 0 0 13 1ntemal gains' Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1148 1221 1428 1384 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1148 1221 1428 1384 15 Duct loads 18% 18% 202 222 18% 18% 251 252 Total room load 1351 1443 1680 1636 Air required (cfm) 1 162 1 77 74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fW wrlgFttsoTt' 2018-Mar-22 08 38 00 Right -Suite® Universal 2018 18.0.10 RSU24015 Page 6 5ReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces SW 1' DEL -AIR Duct System Summary Job: Lot45ReaganPointe7499... Date: March 20, 2018 1e'"Qf8 - = CONDiMMM Entire House By: RH DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY, Lot45ReaganPointe7499AN 4624 Socrates Way, Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.265 i n/ 100ft 953 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.265 i n/ 100ft 953 cfm 128 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 304 14 11 0.357 4.0 Ox 0 VIFx 10.3 85.0 st2 BED 2 h 1756 80 79 0.339 6.0 Ox 0 VIFx 15.3 85.0 st2 BED 3 c 1443 62 66 0.332 6.0 Ox 0 VIFx 17.4 85.0 st2 FAM/DIN/KITCHEN h 4815 219 198 0.281 8.0 Ox 0 VIFx 25.9 95.0 SO FAM/DIN/KITCHEN-A h 4815 219 198 0.271 8.0 OX 0 VIFx 30.5 95.0 SO LOFT h 1680 77 74 0.346 6.0 Ox 0 VIFx 13.4 85.0 st2 MASTER BATH c 993 37 45 0.275 5.0 Ox 0 VIFx 23.8 100.0 st3 MASTER SUITE c 3878 123 176 0.283 8.0 Ox 0 VIFx 19.9 100.0 st3 MASTER W.C. h 222 10 7 0.281 4.0 Ox 0 VIFx 21.0 100.0 st3 MASTER WIC c 122 5 6 0.278 4.0 Ox 0 VIFx 22.5 100.0 st3 POWDER h 1501 68 37 0.278 5.0 Ox 0 VIFx 27.3 95.0 SO UTILITY c 1252 39 57 0.265 5.0 Ox 0 VIFx 28.1 100.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 214 291 0.265 533 10.0 0 x 0 VinlFlx st2 st1 Peak AVF 507 432 0.271 646 12.0 0 x 0 VinlFlx st2 Peak AVF 446 521 0.265 487 14.0 0 x 0 VinlFlx wrlghtsoft' 2018-Mar-22 08:38:01 w Right-Suite(l) Universal 2018 18.0.10 RSU24015 Page 1 ACCA .5ReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces: SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx Wrl_ghtsoft' 2018-Mar-22 08 38.01 y^+ Right -Suite® Universal 2018 18.0.10 RSU24015 N\iA Page 2 5ReaganPointe7499AN\Lot45ReaganPointe7499AN.rup Calc = MJ8 House faces SW FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/22/2018 8:34:44 AM Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4624 Socrates Way Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory1,e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot45ReaganPointe7499AN Builder Name: David Weekley Street: 4624 Socrates Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 690000 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind peneno and wor'no- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snr'nkler cover plate-, ;ind walls or cealuncis- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot45ReaganPointe7499AN Builder Name: David Weekley Street: 4624 Socrates Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Cond. Floor Area:: 1694 sq.ft. Cond. Volume: 15456 cu ft. Envelope Leakage Test Results Regression Data: C n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requlre ts in accordance with Section R402..1.21 SIGNATURE: PRINTED NAME: DATE: C I Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OF THE S7.4 a v 3/22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot45Reagan Poi nte7499AN Builder Name: David Weekley Street: 4624 Socrates Way Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 690000 Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405- 2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1694 House Duct Total Conditioned Floor Area) System Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal tot roposed duct leakage Qn specified qlK FO M R405-2017. SIGNATURE: PRINTED NAME: c-- • Y3 DATE: 3/ 22/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: yoF- 111B Sr47:'.o 6, D W—E 3/ 22/2018 8:35 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 SPCGAL PLUMBING RECORD Copy Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 ura L 0SANIFORD 2295 PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 45, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY 4624 Socrates Way Sanford, FL 32773 Total Lot Area= 2,040 fta (100%) Impervious Area in Square Feet: Total House Foot Print = Total Porch and Deck/Lanai = Total Driveways = Total Walkways = Total A/C Pads = Elevations are based on civil grading plans. Lot is Type "A" Grading Plan 1 1 =Proposed Elevation 1,044 f12 (51 %) 50 ft= (02%) 80 ft= (04%) 40 ft' (02%) 22 fta (01 %) \ vO.a u..rr crrou. d 9 9"t"Ptrta-e, e G•,, wee a • Y)dwaY Pants 4624 SOCRATES WAY, SANFORD, FLORIDA 32773 ti•%p_rL, till ' "-,i-,c;;; iP -22?-r Ok to construct single family home with setbacks and impervious area shown on plan. S/ 9X /S/L 0 Z Fag° ire C111 Olio 0 cc A' O.O a/ v. ose 9t?• `yr?r, O ,eta ae Y Sp, \ O O a9eo yes°' o cAos° Q` c a ha/f s0 9 7 00 Cr hfoIe y° 0 may 'a a 0 \ 0 Q, so 0Lot46 c o e,004' Lot 45 ti5b o yea you y o a1 s so 9°,Q`Q` oQo ocGayca 1 Cb'P p, G GJ`yQOc yp eh Sao Lot 44 0 1A Revision: Removed Proposed Conc. Stoop - 5/23/18 - RPS Field Date: 3/12/2018 Date Completed:03/12/18 Drawn By: M.C. File Number.IS-45033 PP Legend C CalculatedPC Point o1 Cavebae Centedlne Pg. - Page 8 Concrete Block PI - Point of Intersection CM Concrete Monumard P.O.B.- Point of Beginning Conc Concny a P.O.L. - Point on Line D Description PP - Power Pole DE Drainage Easement PRM - Permanent Reference Esmt. Easement Monument F.E.MA - Federal Emergency PT - Point of Tangency Management Agency R • Radius FFE Finished Floor Elevation Red. - Radial Fnd. Found R&C - Reber & Cap IP Iron Pipe Rec. - Recovered L Length (Arc) Rfd. - Roofed M Meesurad Set - Set h' Rehm & N&D Nell & Disk Reber Cap "LB 7823- N.R Non -Radial TM - Typical ORB Official Records Book UE - utility Easement P Plat WM - Water Meter P.B. Plat Book A • Delta (Central Angle) Wood Fenn 0- • Chain Link Fence L1 N 49e08'32" W 34.00'(P) L2 S 49008'32" E 34.00'(P) L3 S 49e08'32" E 29.00'(P) This is NOT a Boundary Survey Graphic Scale 6. 10' 2 ' 40' Scale: 1 "=20' Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps. Overlaps an&or Hiatus. Sublecl to any Easements and/or Restrictions of Record. Beadng basisshown hereon is Assumed and Based upon the Une Denoted with a'BB'. Building 71es are NOT to be used to reconstruct Property Lines. Fence Ownership Is NOT determined. Roof Overhangs. Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Dninnald locations are approximate and MUST be vedned by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended Without Written Verification. Will be at the Users Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benents to Anyone Other than those Certified. POINTS OF INTEREST. PROPOSED DRIVEWAY AND SIDEWALK OVER EASEMENTS. DOCUSWied W. P & k lvt utt.d, B10ED63FCAE64EB... eraby Certify that this Boundary Survey of the some Described Property Is ua and Coned to the Best of my Knowledge and Ballof as recently Surveyed dar my Dlractlon an the Data Shown. Based on Information furnished to Me I Noted and Conforms to the Standards of Practice for Land Survoylr the Stale of Florida In accordance with Chapter SJ-17.052 Florlde IministratIve Codes, Pursuant IW_$&VIon 472,V27 Florida Stsbrtes. n. a - FOR THEFIRMPatrick K. Irelan • .`toatoP$ . 6637 LB 7623 This Survey b intende Y use of Sald Certified Pelves. This Slave NOT VALID UN end Emttlsst d with Sury s Seal. Ireland & Associates Sumeong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveylng.com Office- 407.678.3366 Fax-407.320.8165 , RECORD COPY Residential Load Demand General Method 1694 square feet X 3VA = 5082 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9582 VA First 3000VA @ 100%........... 3000 VA Remaining @ 35%................2304 VA total 5304 VA JN pING m Dryer 5000 VA PNF Ro Disposal 650 VA 5 AI Dishwasher 1200 VA DEPAR Refrigerator 720 VA 5 Water Heater 4500 VA' Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,574 VA - 240V= 144 amps= 150 amp service Model 7499 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 t, RECORD COPY ALPINE Ci1n Infnim nfi n• Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Customer:, vAccu Span Truss Company Job Number: 19796 JobDescription: 7499 - A (MBR Tray) /7499 - A (MBR Tray) -DAVID WEEKLY Address: Lot 45 Reagan Pointe I City, State, Zip: SANFORD, FL 32773 Name, Address and License # of Structural FOR if one exists for the building: Name: License #. State: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1114.21 JRef #: 1 W a04080005 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psi): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 45 truss drawings and 8 details. Item Seal # Truss 1 100.18.0859.29848 Al 3 100.18.0859.30160 A3 5 100.18.0859.30019 A5 7 100.18.0859.30613 A7 9 100.18.0859.30489 A9 11 100.18.0859.30488 B2 13 100.18.0859.30255 EJ2 15 100.18.0859.29974 EJ7A 17 100.18.0859.29880 CJ 1 19 100.18.0859.30331 CJ3A 21 100.18.0859.29864 CJ5 23 100.18.0859.30380 CJ5B 25 100.18.0859.30381 HJ7 27 100.18.0859.30643 FG2 29 100.18.0859.30175 F01 31 100.18.0859.30520 F03 33 100.18.0859.30333 F04A 35 100.18.0859.30644 F07 Item Seal # Truss 2 100.18.0859.30394 A2 4 100.18.0859.30284 A4 6 100.18.0859.30004 A6 8 100.18.0859.30598 A8 10 100.18.0859.30458 131 12 100.18.0859.30409 B3 14 100.18.0859.29975 E.17 16 100.18.0859.29989 EJ713 18 100.18.0859.29911 CJ3 20 100.18.0859.30146 CJ313 22 100.18.0859.30115 CJ5A 24 100.18.0859.30379 HJ2 26 100.18.0859.30145 HJ7A 28 100.18.0859.29926 FG3 30 100.18.0859.30597 F02 32 100.18.0859.29973 F04 34 100.18.0859.30519 F06 36 100.18.0859.30456 F08 J\\-DJMG SAt1f 0RD 1 8"2295 04/10/2018 Vv- QO` e f •969 ATE • 3 F ..a I ONM_ E This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/10/2018 12:15:52 PM ALPINE C;M InfArmn#;^n• Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Customer:. v. Accu-Span Truss Company Job Number: 19796 JobDescription: 7499 - A (MBR Tray) /7499 - A (MBR Tray) -DAVID WEEKLY Address: Lot 45 Reagan Pointe I City, State, Zip: SANFORD, FL 32773 Item Seal # iTruss 37 100.18.0859.30862 F08A 39 100.18.0859.30301 F09 41 100.18.0859.30098 F10 43 100.18.0859.30254 F12 45 100.18.0859.30582 F14 Item ISeal # Truss 38 100.18.0859.30535 F08B 40 100.18.0859.30238 F09A 42 100.18.0859.30114 F11 44 100.18.0859.30861 F 13 p,S O a• J VATEr FSS 0NAL This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/10/2018 verified using the original electronic version Florida Certificate of Product Approval #FL1999 Printed 4/10/2018 12:15.53 PM Job Number: 19796 Ply. 1 SEQN: 561971 / T6 COMN Cust: R408 JRef 1Wa04080005 7499 - A (MBR Tray) Qty. 11 FROM: RF DrwNo 100.18.0859 29848 Truss Label: Al KM / BAF 04/10/2018 6'3'4 12' 1 T8' 12 24' 6'3'4 i 5'8'12 1 5'8"12 + 674 4X4D 24' 1'4' , 8' , 8' 8' r'- 8' 16' ' 24' Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL. 0.00 BCDL: 10.00 Des Ld' 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.35 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT 0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.061 1 999 240 V E RT(TL ): 0.156 1 999 180 HORZ(LL): 0.023 H - - HORZ(TL): 0.042 H Creep Factor: 2.0 Max TC CSI: 0.282 Max BC CSI: 0.688 Max Web CSI: 0.221 VIEW Ver: 17.02.01A.1114.21 S s, ,o•. ATE —1( 3.•'•: Z 0R0P''•c' .a 0 278 ONAI.C1 Quw00 t04/ 10/2018 io 20' 4' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1043 1118 / 522 / - 1150 / 4.0 F 1043 1118 / 522 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 F Min Brg Width Reg = 1.5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 363 -1669 D - E 379 -1509 C - D 379 -1510 E - F 363 -1668 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - 1 1431 - 227 H - F 1431 - 251 1 - H 965 -106 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp I - D 580 -125 D - H 579 -125 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporarryY bracing per BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottortrtl1 hord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply ptatgs to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to ALPINE drawings16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the , m,,wn truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The sui bility Suite 150 anduseofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw com: TPI, www tpinst o ; SBCA. www.sbcindus com: ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19796 I Ply: 1 ( SEON: 561972 / T5 / HIPS Cust: RR408 JRef: lWa04O80005 7499 - A (MBR Tray) Oty 1 FROM: RF DrwNo: 100.18.0859.30394 Truss Label: A2 KM / WHK 04/10/2018 1'4" Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL 0.00 BCDL. 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T8'4 11' 13' 16'3'12 24' i- T8'4 + 3'3'12 1 2' + 33'12 T8"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 23.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a. 3 00 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. a 4X4 =4X4 D E 24' 2' 13, Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT.0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.042 J 999 240 VERT(TL): 0.142 J 999 180 HORZ(LL): 0.020 1 - - HORZ(TL). 0.037 1 Creep Factor: 2.0 Max TC CSI: 0.564 Max BC CSI: 0.986 Max Web CSI: 0.208 VIEW Ver: 17.02.01A.1114.21 e 0 278 %aONAt 04/ 10/2018 to iG 20'4' 1'4' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 988 / 119 / 524 / - / 139 / 4.0 G 988 / 119 / 524 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 G Min Brg Width Reg = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 378 -1433 E - F 353 -1163 C - D 353 -1164 F - G 378 -1432 D - E 326 - 973 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-J 1212 -227 I-G 1211 -251 J-1 973 -131 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - J 181 - 394 E - 1 408 -106 D-J 414 -106 1 - F 181 -393 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an q SBCA) r sapety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bott%r hord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledpereClsectionsB3, B7 or 10, 10110161asapplicable. Apply platgs to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Defer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW BuildinlComponpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µC, truss in conformance with ANSI 1, or or handlin shipping, installation and bracing of trussOsA Seal on this drawing or cover page . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essional engineering responsibility solely for the desi n shown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Fnr m . inlnrmatinn s thw Inh's nenerai -1— nape and those weh cites• ALPINF- www.aloineitw.Com' TPI' wv Aoinst.am' SBCA. www.sbcindusW corn: ICC: www.iccsafe.oro Orlando FL, 32837 Job Number: 19796 7499 - A (MBR Tray) Truss Label: A3 4.1 1' 4' 11' Ply: 1 Oty: 1 9' 15 4' 1' 6' a 4X4 T2 6XED 24' SEON 561973 / T47 /HIPS Cust- RR408 JRef: 1Wa04080005 FROM RF DrwNo: 100.18.0859.30160 KM / WHK 04/10/2018 24• 6.82'4' 1. 4• , 4'11' 4'a'8 66"12 6712 2'4' , 14' 10'4 + 21'8• 24' I-- 2•4• —I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.60 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C& C Dist a. 3.00 ft Loc. from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: 33 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all Flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs NA Snow Duration- NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Deft/ CSI Criteria PP Deflection in loc Udell U# VERT( LL): 0.323 H 872 240 VERT( TL): 0.886 H 466 180 HORZ( LL): 0.082 D - - HORZ( TL)- 0.153 D Creep Factor: 2.0 Max TC CSI: 0.716 Max BC CSI: 0.444 Max Web CSI: 0.523 VIEW Ver: 17.02.01A.1114.21 s, o• ATE ORp'` Fag c% 1 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 984 / 121 / 523 I - / 115 / 4.0 G 912 /101 /476 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 G Min Brg Width Reg = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 432 -1585 E - F 443 -1624 C - D 481 -1657 F - G 139 - 397 D - E 471 -1462 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - L 1365 - 334 H - F 1509 - 318 J - H 1510 - 316 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. L - J 1373 - 333 D - J 498 - 92 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a proaetly attachod rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building ComponQnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ,,, c , truss in conformance with ANSI 1, or for handling{ shipping, installation and bracing of trussesA eal on this drawing or cover page 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessionalengineeringresponsibilitysolelyforthedesignshown. The suiCability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's general notes oane and these web sites, ALPINE www alomeaw.com: TPI: www.toinst.om. SBCA: www.sbandustrV.com; ICC: www.iccsafe ore Orlando FL, 32837 Job Number: 19796 Ply: 1 SEQN: 562156 / T20 / HIPS Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Qty 1 FROM: RF DrwNo: 100.18 0859.30284 Truss Label: A4 KM / WHK 04/10/2018 T 98'12 13' 1' 12 T 2'8'12 3'5" 1T 19'2'14 21'T8 24' 3'10'4 2'2'14 2'410 2'48 3X4 5X8 III2X4 T2 = 4X8 C D E F aAOk .DM) -. ,., 1113X6113j 24' 1'4- T6' 26 3'3'4 3'6'12 4'315 3'9 2'4'8 --] T6' 10'2' 13'5'4 1T 21'3'15 T8 2-4-8 24' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. B Des Ld: 37.00 Mean Height: 22.37 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing- 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense T4 2x6 SP SS: Bot chord 2x6 SP #2 :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 •W3 2x4 SP #2 Dense: Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 25) TC: From 56 plf at -1.33 to 56 plf at 24.00 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 7.77 BC: From 20 plf at 7.77 to 20 plf at 24.00 TC: 245 lb Conc Load at 7.03 BC. 456 lb Conc. Load at 7.03 BC: 1229 lb Conc. Load at 7.77 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 9] W08 6.50 R 2.75 [13] W3X6 S 3.25 Tray Scab(s) 1) 2x6x5-1-12 x SP SS scab at right end. Attach scab to face of chord with: 0.128"x3", min. nails @ 8" oc, plus additional nail clusters at: BRG.: (6), heel: 12), 1st panel point: (6). Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA T I 20'4" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.406 G 695 240 B 2305 / 565- VERT(TL): 1.101 G 374 180 I 1514 / 356- HORZ(LL): 0.112 C - - Wind reactions based on MWFRS HORZ(TL): 0.209 C - - B Min Brg Width Req = 2.7 W 4.0 4.0 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 2.2 Bldg Code: FBC 2017 RES Max TC CSI: 0 959 Bearings B & I are a rigid surface. TPI Std: 2014 Max BC CSI: 0.871 Rep Factors Used: Yes Max Web CSI: 0.839 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)IO(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 114 21 B-C 1071 -4436 F-G 869 -3691 C - D 1302 -5512 G - H 1124 -4633 Additional Notes D - E 1310 - 5548 H - 1 157 - 666 1) 2x6x5-2-10 x SP SS Top chord scab centered E - F 1040 -4418 21-6-0 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 3896 - 922 K - J 3250 - 760 M - K 4530 -1073 J - H 4678 -1126 ATE'A '0 i ZOW0278" vwulnutuu e+ 04/ 10/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - M 2152 - 520 K - F 1435 - 344 O - M 4130 - 964 F - J 670 -105 M - E 1250 - 292 J - G 418 -1634 E - K 282 - 947 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingWentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or B10, icab le. Apply platgs to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to is 160A-Z for standard plate positions. a division of ITW BuildinlComponpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or or handling, shipping, installation and bracing of.trussesA Seal on this drawing or cover page , this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The sui?abilityreofthisgnawingforanystructureispro) responsibility of the Building Designer per ANSI/TPI 1 Sec.2. A IPLNE my Cawrr rry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19796 Ply. 1 SEON: 561974 / T25 / HIPS I Cust: R R408 JRef: 1 Wa04080005 7499 - A (MBR Tray) Oty' 1 FROM: RF DrwNo 100.18.0859.30019 Truss Label: A5 KM / WHK 04/10/2018 1'4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " 6'1"4 + 10' + 14' 6' 1 "Al 3' 10" 12 4' 10, 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP. B Mean Height 22.85 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X4 =4X4 D E 24' 4' 14' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE r7 17' 10" 12 24' 3' 10"12 6' 1 "4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.070 J 999 240 VERT(TL): 0.264 J 999 180 HORZ(LL): 0.028 D - - HORZ(TL): 0.067 D Creep Factor: 2.0 Max TC CSI: 0.415 Max BC CSI: 0.737 Max Web CSI: 0.179 VIEW Ver: 17.02.01A.1114.21 s ,p :, VATE OF •: kOones NA 0278u, tr wwutp"'ra 04/ 10/2018 r] 1' 4" 24' N 1n 20' 4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 988 / 120 / 525 / - / 129 / 4.0 G 988 / 120 / 525 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 G Min Brg Width Reg = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 414 -1496 E - F 370 -1226 C - D 370 -1226 F - G 414 -1496 D - E 352 -1043 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1283 - 272 I - G 1283 - 296 J - 1 1043 -172 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinp, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperty attached rig9id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW Building Compon nts Group Inc shall not be responsible for any deviation from this drawing,any failure to build the TI1, or for handling{ shipping, in acceptance of pro essiona en any structure is the responsibilit web I or cover pa Abilityn. The sui bility ALPINE pVI11dY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 SEQN: 561975 / T18 / HIPS I Cust. RR408 JRef lWa04O80005 7499 - A (MBR Tray) Qty: 1 FROM: CH DrwNo: 100.18.0859 30004 Truss Label: A6 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL 7.00 BCLL: 0.00 BCDL: 1000 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 16' 24' 8' 8' c 5X6 = 6X6 C D 24' 8'3"8 7'6"12 8'1.12 1'4" 8'3"8 + 15"0"4 24' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category- II EXP: B Mean Height. 22.35 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist, h/2 to h C8C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C8C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce. NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.045 G 999 240 VERT(TL): 0.121 G 999 180 HORZ(LL): 0.021 G - - HORZ(TL): 0.039 G Creep Factor 2.0 Max TC CSI: 0.540 Max BC CSI 0.687 Max Web CSI: 0.132 VIEW Ver: 17.02.01A.1114.21 Al 3QI. h * s ATE o. 0 278 NNA` ` 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 988 1122 / 524 / - / 109 / 4 0 E 988 1122 / 524 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings B 8 E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 408 -1470 D - E 408 -1472 C-D 421 -1251 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1238 - 247 G - E 1239 - 271 H - G 1246 - 271 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, Installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingmCoponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC`I sections B3, B7 or 10, 11asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building CComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M,,,,,,C,,. truss in conformance with ANSI/TP1 1, or for handling{ shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 lake Orange Dr. listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the de si n shown. The s i blllty Suite Lake and use of this thawing (or any structure is the responsibility of the building Designer per ANSI/TPl 1 S9ec.2.150 For more information see this job's general notes paga and these web sites: ALPINE: www al inatw com; TPI: www t insto SBCA' www sbcindus com; ICC' www.iccsafe or Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON: 562500 / T4 / SPEC Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM. CH DrwNo: 100 18.0859.30613 Truss Label: A7 KM / DF 04/10/2018 i 6'1'4 10'2' 14'4' _I_ 24' f 6'1'4 4'0'12 + 4'2' 3'8' 6' 1-4- Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 10, 10' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.89 ft TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all Flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X4 D 24' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 1 1t —,20'4' T8'8 1 T8'8 6'3'8 1'4' 24' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL) 0.069 E 999 240 B 988 / 235 / 519 / - / 131 / 4.0 VERT(TL). 0.187 E 999 180 G 988 / 236 / 519 / - /- / 4.0 HORZ(LL). 0.024 1 - - Wind reactions based on MWFRS HORZ(TL). 0.045 1 B Min Brg Width Reg = 1.5 Creep Factor: 2.0 G Min Brg Width Reg = 1.5 Max TC CSI: 0.340 Bearings B & G are a rigid surface. Max BC CSI: 0.854 Max Web CSI: 0.398 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B-C 447 -1498 E-F 451 -1357 C - D 399 -1223 F - G 450 -1547 D-E 402 -1212 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1284 - 280 I - G 1319 - 323 J-1 1653 -407 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - J 817 - 226 E - 1 167 - 399 J - E 307 - 757 1 - F 416 -86 O a•''JY` i ATE 9pt,• •'c ORQP•°'' 04/10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI and SBCA) o safety practices poor to performing these functions. Installer$ shall provide temporary BCSL Unless noted oTherwise,top chord shall have property attached structural sheathing and boltQm Nord shall have a properly id cetlingg Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 810, e. ARpTy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of 11 F'1 1 , or for r acceptance any structure shall not from this drawing,any failure to build the Seat on this drawing or cover page , f_ or the design shown. The su,Ability A IPL NEM" cn+uwr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 websites* Job Number: 19796 Ply: 1 I SEON: 562503 / T26 / SPEC Cust: RR408 JRef 1Wa04080005 7499 - A (MBR Tray) Dty: 1 FROM: CH DrwNo. 100 18 0859 30598 Truss Label: A8 KM / OF 04/10/2018 1'4- Loading Criteria (psf) TCLL: 2000 TCDL: 7.00 BCLL: 0.00 BCDL- 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 61'4 10'2' 16'4' _ 20' _ _ 24' 6'1'4 4'012 67 3'8' 4' 10, 10' Wind Criteria Wind Std: ASCE 7-10 Speed. 139 mph Enclosure: Closed Risk Category: II EXP- B Mean Height: 22.89 It TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall: not in 4.50 ft GCpi- 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 32 2x4 SP #1 Dense: Webs 2x4 SP #3 Bracing a) Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. 4X4D 24' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code- FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 9'8'8 19'8'8 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.096 E 999 240 VERT(TL): 0.260 E 999 180 HORZ(LL): 0.0271 - - HORZ(TL)- 0.050 1 Creep Factor: 2.0 Max TC CSI: 0.401 Max BC CSI: 0.931 Max Web CSI: 0.333 VIEW Ver: 17.02.01A.1114.21 s ,o VATE OF 9• ti 04/10/2018 T fV 1 I --(.20'4' 4'3'8 l'4' 24' +— Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 988 /235 /516 I- /131 /4.0 G 988 1236 1515 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1 5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 428 -1500 E - F 448 -1497 C - D 385 -1236 F - G 452 -1642 D - E 364 -1260 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 1284 - 263 I - G 1417 - 337 J-1 2218 -597 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - J 764 -192 E -1 336 - 843 J - E 466 -1219 I - F 568 -135 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI an SBCA) for safety practices poor to performing these functions. Installers sh II provide temporary bracin per B SI. Unless noted otherwige,top chord shall have property attached structural sheathing and bottom hor shall have a properly attach d n id ceiling Locations shown fior permanent lateral restraint of webs shall have bracing installed pr BC91 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. fiefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BulldincLgCompononts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the „,r,,,c truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofprofesslonafengineeringresponsibilitysolelyforthedesinshown. The sui?ability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more Information see this ob's general notes page and these web sites: ALPINE, www.al ineitw.com: TPI: www.l insl o ; SBCA. www.sbcindus .com: ICC wwwJccsafe.orq Orlando FL, 32837 Job Number: 19796 I Ply: 1 SEQN: 562509 / T33 / SPEC Cust: RR408 JRef: 1 WaG4080005 7499 - A (MBR Tray) Qty: 1 FROM: CH DrwNo: 100.18.0859.30489 Truss Label: A9 KM / DF 04/10/2018 Nin t 'Zi 1-4- Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6'1'4 10'2' 14'S' 18'4' 22' 24' 4'0'12 + 4'3'3'8' + 2' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.89 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 20.94 TC: From 28 plf at 20.94 to 28 plf at 22.00 TC: From 56 plf at 22.00 to 56 plf at 25.33 BC: From 4 plf at -1 33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 20.94 BC: From 10 plf at 20.94 to 10 plf at 24.00 BC: From 4 plf at 24.00 to 4 plf at 25.33 TC: 24 lb Conc. Load at 20.94 TC: 16 lb Conc. Load at 22.00 BC: 30 lb Conc. Load at 20.94 BC: 41 lb Conc. Load at 22 00 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. 4X4D 24' Snow Criteria (Pg,Pf in PSF) Pg• NA Ct' NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 18'4' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.206 F 999 240 VERT(TL): 0.549 F 753 180 HORZ(LL): 0 056 D - - HORZ(TL): 0.102 D Creep Factor: 2.0 Max TC CSI: 0.547 Max BC CSI: 0.905 Max Web CSI: 0.886 VIEW Ver: 17.02 01A.1114.21 Ow•''J z J ATE ' NAL aw14"11 R1,06 04/10/2018 WARNING" READ AND FOLLOW ALL NOTES ON TH IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS OiD 120'4' 3'4'8 278 i 21'8'8 + 24' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 994 /262 /- /- /- /40 H 1032 /300 /- /- /- /40 Wind reactions based on MWFRS B Min Big Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 424 -1518 E - F 975 - 4016 C - D 294 -1243 F - G 441 -1714 D - E 296 -1244 G - H 471 -1760 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1301 - 343 K - J 3572 - 857 L - K 1728 - 446 J - H 1537 - 407 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - L 856 -126 F - K 388 -1335 L - E 251 - 813 F - J 435 -1945 E - K 2326 - 519 J - G 659 -127 IS DRAWING! INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a properly per BC I sections B3, B7 or 10, Jnless noted otherwise kefer to Alpine, a division of ITW Building Compon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trussesA eal on this drawing or cover page , listing this drawing indica es acceptance of pro essiona engineering responsibility solely or the design shown. The sui bllity and use of this drawing or any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. ALPINE MC6~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 ISEON. 562516 / T9 / GABL I Cust. RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty, 1 FROM: CH DrwNo 100 18.0859.30458 Truss Label: B1 KM / DF 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 SCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 5'1"4 107 15'2'12 5'1-4 5'0'12 5712 47 '1 2' _' i 4' TYP) a4X4F r 1-4- Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height. 22.89 ft TCDL: 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 20'4 10'2' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 10'2- 20 4- Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 G 999 240 VERT(TL): 0.056 J 999 180 HORZ(LL): -0.008 G - HORZ(TL). 0.018 J - - Creep Factor: 2.0 Max TC CSI: 0.402 Max BC CSI: 0 711 Max Web CSI: 0.428 VIEW Ver: 17.02.01A.111421 TF7*- 7 ATEs -o 04/10/2018 20'4" 5'1.4 N Ob 20'4' Maximum Reactions (Ibs), or'=PLF Loc R / U / Rw / Rh / RL / W B' 113 /27 /55 /- /11 /133 1 354 /71 /219 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = - I Min Brg Width Req = 1.5 Bearings B & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. H -1 235 -386 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. J - H 337 - 409 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to Tnd follow the latest edition of BCSI (BuildingComponentSfetyInformation, byY TPI an SBCA) fo'r safety practices poor to performing these unctions. Installers shall provide temporary bracin per BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigqid ceilingq Locations shown for Dermanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or 810. as applicabl AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINEdrawings16A-Z for standard plate positions. Alpine, a division of ITW BuildinlgCCompongnts Group InC. shall not be responsible for any deviation from this drawing,any failure to build the m truss in conformance with ANSI 1, or (for handling(, shipping, installation and bracing of,trussesA eal on this drawing or cover page, , 2400 Lake Orange Drlistingthisdrawinggindicattesacceptanceofproessionarengineeringgresponsibilitysollelytiorthedesignshown. The sui bility Suite 150anduseofthisdrawing (or any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites. ALPINE: www.at ine tw corn; TPI, www t insl o ; SBCA www sbcmdus .corn: ICC. www imsafe.org Orlando FL, 32837 Job Number: 19796 Ply 1 SEQN: 562512 / T3 / GABL Cust RR408 JRef: lWa04O80005 7499 - A (MBR Tray) Qty: 1 FROM: CH DrwNo: 100.18.0859 30488 Truss Label: B2 KM / DF 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4'9" 9,6„ 4'9" 4'9" TYP) F-- 27 __ 4XD4 T m fV 1 3i 1,4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category II EXP: B Mean Height: 21.53 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements 9'6" 9'6" 1'4" —I Snow Criteria (Pg.af in PSF) DeflICS1 Criteria Maximum Reactions (lbs), or •=PLF Pg. NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 J 999 240 F- 93 / 21 / 41 /- / 8 Lu: NA Cs: NA VERT(TL): 0.001 J 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.000 H - - F Min Brg Width Req = - HORZ(TL): 0.001 H Bearing B is a rigid surface. Code I Misc Criteria Creep Factor: 2.0 114 Bld C d FBC 6th d 201 M Tr'CSI• 0 201 Members not listed have forces less than 375# g o e. a ax TPI Std: 2014 Max BC CSI: 0.044 Rep Factors Used: Yes Max Web CSI: 0.060 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 ATE 0 278 'NONAL 04/10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quirequire extreme care in fabdcatinq, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Information, by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporary BGSI Unless noted oyherwise.top chord shall have property attached structural sheathing and bottom hord shall hay a properly id ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per C I sections B3, 7 or 10, e. AppTy places to each face of truss and position as shown above and on the Join Details. unless noted otherwise. kefer to 60A-Z for standard plate positions. Alpine, a division of ITW Build incLCompon ntstrussinconformancewithANSIrfPI1, or for f listing this drawing indicates acceptance and use of thisur7iawing for any structure failure to build the I or over pa e , n. he sui ability ALPINEPVCO2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: 19796 Ply 1 SEQN: 562086 / T8 / HIPS Cust: RR408 JRef• lWa04O80005 7499 - A (MBR Tray) Qty: 1 FROM. CH DrwNo: 100.18.0859.30409 Truss Label: B3 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing- 24.0 " Lumber 2'4" 4'8" 1 7 97„ 11'6" 1310" 16,2„ 2,4" 12,4" 12,4" 127' 2,4„ 12,4„ 12,4" 4X4 =4X4 D E S1) 12 04X6(SRS) 6 \\\ 4X6(CRS) F T 1 ri B G T5 Cn EEI e4X12(B1) =3X4 =3X4=4X12(81) AH 20' 4" 167' 2' 4" 4'8" 2,2„ 4'8" 2,4„ 2' 4" 17' 97" 13'10" 167 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense :T1, T5 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 9.17 TC: From 56 plf at 9.17 to 56 plf at 16.17 BC From 20 plf at 0.00 to 20 plf at 7.04 BC: From 10 plf at 7.04 to 10 plf at 9.12 BC: From 20 plf at 9.12 to 20 plf at 16.17 TC: 166 lb Conc. Load at 7.04, 9.12 BC: 532 lb Conc. Load at 7.04, 9.17 Hangers / Ties J) Hanger Support Required, by others Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT:Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/ RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Defl/ CSI Criteria PP Deflection in loc L/defl U# VERT( LL): 0.384 487 240 VERT( TL): 1.030 264 180 HORZ( LL): 0.184 - - HORZ( TL): 0 339 Creep Factor: 2.0 Max TC CSI: 0.654 Max BC CSI: 0.944 Max Web CSI: 0.426 VIEW Ver: 17.02.01A.1114.21 1) 2x6x5-2-10 x SP SS Top chord scab centered 2-" from left end. Attach to one face of chord with 3) rows of 0.128"0", min. nails @ 6" oc, staggered 3". 1) 2x6x5-2-10 x SP SS Top chord scab centered 13- 8-0 from left end Attach to one face of chord with 3) rows of 0.128"0", min. nails @ 6" oc, staggered 3". s, , a ATE a0 278 %,SS ONAL. N 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1275 /274 /- /- /- /4.0 H 1264 /272/- Wind reactions based on MWFRS A Min Brg Width Reg = 1.9 H Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 120 - 559 E - F 626 - 2988 B - C 835 - 3790 F - G 842 - 3822 C - D 625 - 2984 G - H 119 - 567 D - E 541 - 2620 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp B - 1 3829 - 835 E - J 1118 -195 C - 1 335 -1383 J - F 347 -1436 D - 1 1096 -190 J - G 3875 - 842 1- 1 2620 - 541 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponentSafetyInformation, by TPI anQ SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracingperBaSl. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro perr y attachd ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise. f7efer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW ComponentsBuildinIGroup Inc. shall notberesponsibleforanydeviationfromthisdrawing,any failure to build the .0 truss in conformance withANSI4,, PI 1, or or handling, shipping, installation and bracing of Seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui9abiliry Suite 150 and use of this9awingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's aenerai notes oaae and these web sites ALPINE: www aioinetw.com. TPP www.tomst.om: SBCA: www sbcinaustrv.com: ICC' www ¢cafe oro Orlando FL, 32837 Job Number: 19796 I Ply: 1 SEON: 561980 / T34 / EJAC I Cust: RR408 JRef. 1 Wa04080005 7499 - A (MBR Tray) Oty: 5 FROM: CH DnvNo: 100.18 0859.30255 Truss Label: EJ2 KM / WHK 04/10/2018 1 1'4" 19 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 20 85 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense C 2' 2' T21'4"11 tM Lo 20'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.215 TPI Std: 2014 Max BC CSI: 0.041 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Ow••UY` r J// • a • ATE J• g,0,;••• F oR,pP...a6c0 04/10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 197 /45 /128 /- /47 /4.0 D 30 /3 /25 /- /- /1.5 C 24 /13 /13 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an9 SBCA) fsafety practices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Nord shall hay@ a progeny idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginsailedperBCIsectionsB3, 137 or 10, e. AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless no othervvise. (tefer to 60A- Z for standard plate positions. a division of failure to build the 1 or cover pa e , n. The sui bility A IPL NEi rl 1, or for r acce tace any srucnture MOD~ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19796 Ply 1 SEON 562153 / T22 / EJAC I Cust RR408 JRef 1WaG4080005 7499 - A (MBR Tray) Oty: 1 FROM. RF DrwNo 100 18 0859 29975 Truss Label: EJ7 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category. II EXP: B Mean Height- 22 43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 7' 7' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. k 23'10"11 co o_ i» 20'4" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): NA A 270 / 30 / 157 / - / 105 / 4 0 VERT(TL): NA C 128 / 1 / 87 / - / - 11.5 HORZ(LL): 0.014 C B 174 / 84 / 71 / - / - / 1 5 HORZ(TL): 0 027 C Wind reactions based on MWFRS Creep Factor: 2.0 A Min Brg Width Reg = 1.5 Max TIC CSI: 0.633 C Min Brg Width Reg = - Max BC CSI: 0 467 B Min Brg Width Reg = - Max Web CSI: 0.000 Bearing A is a rigid surface. VIEW Ver: 17 02.01 A. 1114.21 O. rtK0 i 1 • 1 l' • w ATEAr a"9, t'••'cC OR P••c1' , a SIONAIL 04/ 10/2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pry attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgCComponents Group InC. shall not be responsible for any deviation from this drawing any failure to build the -rrwcp truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofprofesslonarengineeringresponsibilitysolelyforthedesnshown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's general notes oage and these web sites: ALPINE www aipmnlw.com: TPI: www.tpinst.org, SBCA: www.sbcindustry.com: ICC. www iccsafe org Orlando FL, 32837 Job Number: 19796 Ply. 1 I SEQN: 562089 / T13 / MONO Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM: RF DrwNo' 100 18.0859.29974 Truss Label: EJ7A KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing 24.0 " Lumber T 573 T r 573 + 1.9.13 III2X4 C 3X84(6) 13 12 6 p 0 i A Li 20'4• E D 1113X6[51 1113X6191191 2X4(A1) T i 60'12 1'11"4 _ t- 5'0'12 + T I Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height, 22.43 ft TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 113 lb Conc. Load at 1.09 BC: 189 lb Conc. Load at 3.09 BC: 1264 lb Conc. Load at 5.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 51 W3X6 S 4.00 [ 6] W3X4 2.50 L 1.25 91 W3X6 S 3.25 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 2017 RES TPI Sid: 2014 Rep Factors Used Yes FT/RT:0(0)/0(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.014 E 999 240 VERT(TL): 0.035 E 999 180 HORZ(LL): 0.006 E - - HORZ(TL): 0.011 E Creep Factor 2.0 Max TC CSI: 0.277 Max BC CSI: 0.495 Max Web CSI: 0.568 VIEW Verr 17.02.01A.1114.21 i i • U • ATE 0:Q ss j0NAL N,I 04/10/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 798 /178 /- /- /- /4.0 D 1229 /283 /-/- Wind reactions based on MWFRS A Min Brg Width Reg = 1 5 D Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 266 -1124 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 966 -216 E-D 919 -207 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E - B 1491 - 277 B - D 349 -1549 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toy safety practices poor to performing these functions. Installers shall provide temporarryybracingperBin. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachecJ rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracingg installed per BCS1 sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,, m , „ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA Seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The suitability Suite 150anduseofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. TPI: www.t inst.o SBCA: www.sbandus .cam; ICC. www.lccsafe o Orlando FL, 32837FormoreInformationseethislob's general notes page and these web sites. ALPINE: www atpineilw cam:_ Job Number: 19796 I Ply: 1 I SEON: 562062 / T12 / EJAC I Cust: RR408 JRef: 1 Wa04080005 7499 - A (MBR Tray) Oty 2 FROM RF OrwNo: 100 18 0859 29989 Truss Label: EJ713 KM / WHK 04/10/2018 E 23'10"11 12 T 6 F,7- is 3X4 ih III C4D T T B IF zo 1:3 A 1 20,4„ H G 9x1/n 11 III 2X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber f-- 1'4" 2'4" 4'8" 2'4" 7' Wind Criteria Wind Sid: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a: 3 00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration- 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.182 G 452 240 VERT(TL): 0.483 G 247 180 HORZ(LL): 0.091 F - - HORZ(TL): 0.167 F Creep Factor 2.0 Max TC CSI: 0.801 Max BC CSI: 0.286 Max Web CSI: 0.076 VIEW Ver: 17.02.01A.1114.21 o'• ATE 'Q ; Q, o",•' •' cC OR1 P•. a 0 27s'''FSS ONA1. EN 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 360 128 / 220 / - / 92 / 4.0 F 103 /- /68 /- /- /1.5 E 188 153 / 83 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = - E Min Brg Width Req = - Beanng B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an n SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachod rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins, ailed per BC Olt sections B3, B7 or g10. as applicabge. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group In,,. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrTPI 1, or for handlinSq, shipping, installation and bracing of,trussesA Seal on this drawing or over page. listingthis drawing indicates acceptance of proTessronag en ineering responsibility sole) for the design shown. 4Tt suiCabrlrandseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSI/TPI 1 Sec.2. ty ALPINE u+mvm.•wn 2400 Lake Orange Dr. Suite 150 Odando FL, 32837 Job Number: 19796 Ply: 1 SEON 561983 / T16 / JACK Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 6 FROM RF DrwNo: 100.18.0859.29880 Truss Label: CJ1 GA / DF 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7 12 6I 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed. 139 mph Enclosure: Closed Risk Category: II EXP- B Mean Height: 20.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. i Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord Provide (2) 16d common(0.162"x3 5") toe -nails at bottom chord. C F T 20'1 0"l 1 cY) o LO T_ 20'4" +/- 8TO r1 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL):-0.000 D HORZ(TL): 0 000 D Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.025 Max Web CSI: 0.000 VIEW Ver: 17.02 01A.1 114.21 ATE 4 0 278,'''4SS/ONA- 04/10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /56 /137 /- /32 /4.0 D 9 /10 /15 /- / /1.5 C -36 / 36 / 24 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to nd follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r saiery practices prior to performing these unctions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildi,,g Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w way truss In conformance with ANSI/TPI 1, or for handl% shipping, installation and bracing of trussesA eal on this drawing or over page, 2400 Lake Orange Dr. listing this drawing indica es acceptance of rofesslonar engineering responsibility solely for the desi n shown. he suitability Suite 150anduseofthisqawingoranystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes pacia and these web sites: ALPINE: www.al inntw.com: TPI: www t insl.o ' SBCA: www sbandus .com ICC' www imsafe org Orlando FL, 32837 Job Number: 19796 I Ply. 1 I SEON 561984 / T15 / JACK I Cust. R R408 JRef: 1 Wa04080005 7499 - A (MBR Tray) Oty 4 FROM RF OrwNo: 100 18.0859 29911 Truss Label: CJ3 GA / DF 04/10/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 12 21'10"11 +/— 8f1 6 F,7- T M 0 LO B N 20'4" nINI +/- 8 A p 9X4(A11 1'4" Wind Criteria Wind Sld: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21 1Oft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 3' 3' Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT. N/ Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"0.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0 001 D Creep Factor: 2.0 Max TC CSI 0 225 Max BC CSI: 0 068 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 ATE OR, P''••c'a F 0 278Ngl N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 222 /45 /141 /- /62 /40 D 50 /- /36 /- /- /1.5 C 59 / 28 / 20 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/ 10/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingquirerB8fetyInformation, byY TPI an SBCA) for safety practices pnor to performing these functions. Installers shall prGvide temporarySI. Unless noted oTherwise.lop chord shall have properly attached structural sheathing and bottom 4hord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per CSI sections B3, B7 or 10, e. AfoTy plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to 60A-Z for standard plate positions. of ITW Buildin rnpon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ice with ANSI/PI 1, or fgor handlin shipping, installation and bracing of.trussesA Seal on this drawing or over page , ng indicates acceptance of pro esslonar engineering responsibility solely for the des'' n shown. he suirabilityIforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Ac.2. ea this iob's general notes page and these web sites ALPINE: www alpinenw com; TPI: www 1pinsl org; SBCA: www.sbcmdusW.com, ICC www iccsaf ALPINENE MC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 I SEON 562065 / T17 / JACK Cust RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 3 FROM. RF DrwNo. 100.18.0859.30331 Truss Label: CJ3A KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'10"4 12'4" 1'10"4 ' 5"12 C T 12 1112X4 21'10"11 6 c T T O M B CO `D ir) 1 3 1 " 20'4" A F E 1112X4 x4ra1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP- B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SIP #2 Dense Webs 2x4 SIP #3 1' 10"4 1 5" 1 3 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. DefI1CSl Criteria PP Deflection in loc Udef! U# VERT(LL): 0.005 E 999 240 VERT(TL): 0.014 E 999 180 HORZ(LL): 0.002 C - - HORZ(TL): 0.004 C Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI. 0.031 Max Web CSI: 0.030 VIEW Ver: 17.02.01A.1114.21 oer pSx Ow'JS6` ATE 0R,p`'\, 0 27g''-4.,, T/sOVAL E W1 04/10/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 222 145 1139 / - / 62 / 4.0 D 85 /27 /34 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Sagfety Information, byY TPI and SBCA) for safety racUces prior to performing these functions. Installers shall provide temporary bracin per BCSt. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a prope y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sQctlons B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. aefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponQnts Group Inc. shall not be responsible for any deviation from this dravring,any failure to build the ,„m m ,,„ truss in conformance with ANSI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or over page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro0.esstonal en ineerin9g responsibility solelyor the design shown. The suiTablll Suite 150andseofthisgnawingforanystructureistheresponsibilitygoftheengineeringDesignerperANSI/TPI 1 Sec.2. b For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloineuw.com. TPI: www toinst.om: SBCA: www.sbcindusW com: ICC' www.icesafe.orq Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON: 562068 / T48 /JACK Cust:RR408 JRef:1Wa04O80005 7499 - A (MBR Tray) City: 1 FROM: RF DrwNo 100 18.0859.30146 Truss Label: CJ313 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber i8 1'11 "12 12'5"$ 1 8 1'10"4 5"1 12 C T6 F--' 1112X4 2,', 0"„ M B TT O M O A 1 20'4"4 E D III2X4 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.43 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C8C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C8C member design. 1'10"4 5"1 111"12 2-5" 8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used. Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0 162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 D 999 240 VERT(TL): 0 026 D 999 180 HORZ(LL): 0.004 B - - HORZ(TL): 0.008 B Creep Factor: 2.0 Max TC CSI 0.181 Max BC CSI: 0.042 Max Web CSI: 0.045 VIEW Ver: 17.02.01A.1114.21 O.0 s ,a ATE cC 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 113 /10 /64 /- /43 /1.5 C 113 /37 /54 /- /- 11.5 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by PI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached n id ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. f7efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handl% shipping, installation and bracing of_trussesA Seal on this drawing or over page , , 2400 Lake Orange Crlistingthisdrawingindicatesacceptanceofpro4essionaQengineeringresponsibilitysolelyforthedesinshown. he suiTabllityanduseofthisQawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes Daqe and these web sites, ALPINE www aiomeitw.com: TPI: www.tDinst.orn: SBCA: www.sbcindusiry com: ICC, www iccsafe oro Orlando FL, 32837 Job Number: 19796 Ply 1 SEQN: 561987 / T14 / JACK Cust RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 4 FROM RF DrwNo: 100.18.0859.29864 Truss Label: CJ5 GA / DF 04/10I2018 22*1011 +/— 8rr 12 6 c LO 0 CV B 13 20'4" q D +/— $ ir 7YA/A11 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1,4n Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.60 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1 60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Wind Wind loads based on MWFRS with additional CSC member design. 5' 5' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 288 / 51 / 179 /- / 92 4.0 VERT(TL):NA D 89 /- /58 /- I- 1.5 HORZ(LL): 0.004 D C 116 154 / 45 /- / - 1.5 HORZ(TL): 0.007 D Wind reactions based on MWFRS Creep Factor 2.0 B Min Brg Width Reg = 1.5 Max TC CSI: 0 264 D Min Brg Width Reg = - Max BC CSI: 0.223 C Min Brg Width Reg = - Bearing B is a rigid surface. Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 i • ISs, , o :•7AT ; Q 40 27s''.N`ss'/ONAIL E 04/10/2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require omponen? S fety Information, by TPI an SBCA) extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Cr safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall hav a pro4e lr y attachedrigid ceilln9 Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3. 7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the M , c truss in conformance with ANSI/TPI 1, or for handlin4Q, shippingg, installation and bracing of,trussesA eal on this drawing or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro-fessionar en ineeni g responsibility sole) for tthe des gri shown. The suiTabili Suite 150 and use of thisuiawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSUTPI1sec.2. b Fnr — inf—tinn — this inh' e nnnorwl nntx nnnw and those w h nil— ALPINE- — alomeitw_tem_ TPI. wwnv.lninsl.om: SBCA: v .sbcindustrvxom: ICC: vAjccsafe.om Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON 562071 / T45 / JACK I Cust RR408 JRef: 1 Wa04080005 7499 - A (MBR Tray) City: 3 FROM RF DrwNo 100.18.0859.30115 Truss Label: CJ5A KM / WHK 04/10/2018 T 1 T Loading Criteria (psf) TCLL. 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " E ak%& 1'4" 2'4" 2'8" it2'4" 5' Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.60 ft TCDL 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0 18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.059 G 993 240 VERT(TL): 0.154 G 549 180 HORZ(LL): 0.029 F - - HORZ(TL): 0.052 F Creep Factor: 2.0 Max TIC CSI: 0.380 Max BC CSI: 0.092 Max Web CSI. 0.062 VIEW Ver: 17.02.01A.1114.21 7% 7t • t 1, • • 7f • • t • • Q :•;AT E Q ss ONAIL. 04/10/2018 22'10"11 T T 21'4" M 1 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 51 / 179 / - 192 / 4.0 F 61 /- /40 /- /- /1.5 E 134 /55 /62 I- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = - E Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSagfetyInformation, by TPI and SBCA) fi5 safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSt. Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro pper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Bullding Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,, C x, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or over pa e , , 2400 Lake Orange Orlistingthisdrawinggindicatesacceptanceofprofessionareenmeeringresponsibilitysole) for the des i n shown. he suiCabilt Suite 150andseofthisdrawingforanystructureistheresponsibilitygoftheBuildingDesignerperyANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE, www.alpineitw.com. TPI: www.tpinst.o,g; SBCA• www.sbcindustry com: ICC: www.iccsafe.org Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON:562074 /T19 /JACK I Cust RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM: RF DrwNo 100.18.0859.30380 Truss Label: CJ5B KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration: 1.25 Spacing: 24.0 " G F Ill2X4 2X4(A1) 5' 8 2'4" 2,8" 8 2'5"8 5'1"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP• B Mean Height: 21.93 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std. 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s), WAVE Additional Notes Provide (2) 16d common(0.162"x3 5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 0 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.080 F 768 240 VERT(TL): 0.223 F 406 180 HORZ(LL): 0.037 E - - HORZ(TL): 0.070 E Creep Factor: 2.0 Max TC CSI: 0.407 Max BC CSI: 0.095 Max Web CSI: 0.086 VIEW Ver: 17.02.01A.1114.21 ATE ;°Q 0 278%s/QNAL 04/10/2018 22' 10" 11 T l T 21'4" 20'4"4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 189 /19 /110 /- /74 /1.5 E 62 /- /41 /- /- /1.5 D 151 /61 /74 I- /- /1.5 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper BGSI Unless noted c1herwise.top chord shall have properly attached structural sheathing and bottom Chord shall have a prope y attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. f7efer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildin$Componpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µwC,,v, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA Seal on this drawing or cover page , , 2400 Lake Orange Or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The sui bllity Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general not"age and these web sites, ALPINE. www.al ineitwxom: TPI• www t mst.o • SBCA: www.sbcindus .com, ICC* wwwlccsafe.org Orlando FL, 32837 Job Number: 19796 I Ply. 1 I SEQN: 561990 / T1 / HIP_ Cust: RR408 JRef. lWa04O80005 7499 - A (MBR Tray) Qty. 1 FROM: CH DrwNo 100 18.0859 30379 Truss Label: HJ2 I KM / WHK 04/10/2018 12 C 4.24 21'4"6 B ih ti 33 20'4' r A p 2X4(A1) Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 000 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 1'101,10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.84 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 2.77 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 2.77 TC: -22 lb Conc. Load at 1.41 BC- 17 lb Conc. Load at 1.41 Wind Wind loads and reactions based on MWFRS. 2'9" 3 2'9" 3 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s). WAVE DefI/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 ID HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI. 0.089 Max BC CSI: 0.044 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. /:qnl j ATI 0 278"If,k, s/Q(VAl t`_ 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 131 /71 /- /- /- /4.9 D 41 / 10 /- /- /- 11.5 C 16 /20 /- I- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) for safety practices poor to performing these unctions. Installers shall provide temporary BGSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly iid ceilin Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sgclions B3. B7 or 910, e. Appfy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to BOA- Z for standard plate positions. a division of ITW Buildin Compon nts conformance with ANSIrrPI 1, or tgor h this rawing indicates acceptance e o this awing for any structure failure to build the I or over pa abe , n. he sui ility ALPINENE M(D.NIIJII 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 SEQN:561991 /T24 /HIP_ Cust:RR408 JRef:1Wa04080005 7499 - A (MBR Tray) Oty 1 FROM: RF DrwNo. 100 18.0859.30381 Truss Label: HJ7 KM / WHK 04/10/2018 T 1 Loading Criteria (psf) TCLL 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24 0 " 5'4"5 9' 10"1 5'4"5 4'511 1 10 10 5'2"9 4'1"9 571 5'2"9 9'4"2 9,1 "1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 ft TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1 89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc. Load at 707 BC: 17 lb Conc. Load at 1.41 BC: 100 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 021 G 999 240 VERT(TL): 0 057 G 999 180 HORZ(LL) 0.005 F - - HORZ(TL): 0.009 F Creep Factor: 2.0 Max TC CSI: 0.475 Max BC CSI: 0.591 Max Web CSI: 0.324 23'10"6 v cr un v 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 318 /143 I- /- /- /49 E 328 /63 I- /- /- /1.5 D 71 /23 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1114.21 Chords Tens.Comp. B - C 190 - 694 oJG p.S ATE G. 0 278NA`- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 654 -163 G - F 642 -163 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 179 - 705 04/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ISextreme care in fabricating, handlingshipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building t S Eery Information, byy TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary B8SI. Unless noted olherwise.top chord shall have properly attached structural sheathing and bottom Chord shall have a property id ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise defer to 60A-Z for standard plate positions. a division of ITPI 1, or for r acceptance any structure shall not www alpineitw.00m; TPI' his drawing,any failure to build the on this drawing or cover pagge ie design shown. The suiTability ALPINE NEm rrW CQVMrt 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON 562081 / T11 /HIP_ Cust RR408 JRef 1Wa04080005 7499 - A (MBR Tray) Oty 2 FROM: RF DrwNo: 100.18.0859.30145 Truss Label: HJ7A KM / WHK 04/10/2018 7' 9'10"1 7' 2'10"l F 23'10"6 Z 2X4 E 12 424 p v c a, 3X4 in ih 3X4 D r' in C era• B He Tt14X4 4:3 U " 20'4" A K J I 1112X4 2X4Al 3X4[8] 1 10 10 -}- 2' + 1,2"l41 6,3"1 14"Z 12' 3714 9'514 1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 314 / 142 / - / - I - / 4.9TCDL: 700 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.273 1 426 240 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 746 1 228 180 G 430 / 101 / - / - I - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0 104 H - - F -52 / 52 / 16 / - I - / 1.5 Des Ld: 37.00 EXP. B HORZ(TL): 0.195 H Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL10.00 Mean Height: 22 09 ft Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.975 G Min Brg Width Reg = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 769 F Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3 00 If Rep Factors Used: Yes Max Web CSI: 0.203 Loc. from endwall: not in 4.50 ft FT/RT.0(0)/0(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1 60 WAVE VIEW Ver: 17.02.01A.1114.21 Chords Tens Comp. Chords Tens. Comp. Lumber B-C 209 -512 D-E 215 -708 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads B - K 469 -186 D - H 691 - 211 4Lumber Dur.Fac =1 25 / Plate Dur Fac.=1 25) K - J 479 -187 TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 984 BC From 0 plf at -1.89 to 4 plf at 000 Maximum Web Forces Per Ply (Ibs) BC: From 2 plf at 0 00 to 2 plf at 9.84 Webs Tens.Comp. Webs Tens. Comp. TC: -22 Ib Conc Load at 1.41 C - J 221 -561 E - H 240 778TC: 200 Ib Conc. Load at 4.24 J D 470TC: 268 lb Conc. Load at 7 07 - -177 BC: 17 lb Conc Load at 1.41 BC. 122 lb Conc. Load at 7.07 it tllQy y Plate Shift Table JT Plate Chord JT Plate Chord O •.• • •••• w- No Size Shift Bite No Size Shift Bite •,• ; SLR••• 8] W3X4 S 1.75 3 • Wind • i 0. 648 - 3333WindloadsandreactionsbasedonMWFRS. E • 2 • Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. s ATE 09Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord S N0278pONALtNiwt+ uttut 04/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation, by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per 38SI Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro er y attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBC51sectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildincLgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µire M,,A,N, handlin,, bracing this drawing trussinconformancewithANSI/TPI 1, or for shipping, installation and of trussesA Seal on or cover page , , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedes* n shown. The sui ability Suite 150 gnawinganduseofthisforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites. ALPINE. www al ineitw corn; TPI, www.t inst.o ; SBCA. www.sbcindust com• ICC. www.iccsafe org Orlando FL, 32837 Job Number: 19796 Ply: 2 SEQN: 562497 / T41 / FLAT Cus1: RR408 JRef 1Wa04080005 7499 - A (MBR Tray) Qty 1 FROM. RF DrwNo 100.18 0859.30643 Truss Label: FG2 KM / DF 04/10/2018 2 Complete Trusses Required e 2'9'15 5'4'6 7'10.13 10'3.8 12'8'4 15.2.7 17. 8 ' 14 20'2.5 23'R 2'9.15 + 2'6'7 + 2'6'7 + 2'4 11 + 11 2'6'3 + 2'8'7 2'3.7 2'11.3 e 3X4 3XX4[3) a3X84 =-3C4 =5p6 =3F6[22] 3XlSe7j 3X6i311 3X4fj331 E H 1113X6[201 III3X6 10,10' i47 i 8'1'8 21'2' 2.73 2'7'3 2'6'7 2'8'3 1'6'4 6• rs 11 s'o 14 + r7•s + 1 i1s4 7 1 H8 179 I'll " 1 " f? 9' S - I 3 8 ' 11'S' 2 14'10'4 18'2.6 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA CSC Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used- Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.413 O 598 360 VERT(TL): 0.756 O 422 240 HORZ(LL): 0.051 A - - HORZ(TL): 0.073 A Creep Factor: 2.0 Max TC CSI: 0.621 Max BC CSI: 0.819 Max Web CSI: 0.571 VIEW Ver: 17.02.01A.1114.21 Lumber Plate Shift Table Top chord 2x4 SP #1 Dense JT Plate Chord JT Plate Chord Bot chord 2x6 SP SS No Size Shift Bite No Size Shift Bite Webs 2x4 SP #3 :W2, W4, W6, W8, W10, W12, W17, 3) W3X4 2.75 R 1.25 41 W3X4 1.25 R 1.25 M2, M3 2x4 SP #2 Dense: 201 W3X6 S 3.25 221 W3X6 2.75 L 1.25 W15 2x4 SP #1 Dense: 271 W3X6 2.75 R 1.25 301 W3X6 4.75 R 1.50 Filler 2x6 SP #2 311 W3X6 1.75 R 1.25 331 W3X4 1.75 R 1.25 Nailnote Nail Schedule:0.128"x3', min. nails Top Chord: 1 Row @ 7.50" o c. Bot Chord: 1 Row @12 00" o c Webs : 1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at -0.17 to 50 plf at 11.23 TC: From 100 plf at 11.23 to 100 plf at 2271 BC: From 5 plf at 0.00 to 5 plf at 11.23 BC: From 10 plf at 11.23 to 10 plf at 22.71 BC: From 110 plf at 22.71 to 110 plf at 22.83 PLB: From 150 plf at 10.54 to 150 plf at 14.71 TC: 200 Ib Conc. Load at 1.23, 3.23. 5.23. 7.23 9.23.11.23 TC: 1450 lb Conc. Load at 22.71 Plating Notes All plates are 2X4 except as noted. Additional Notes Truss must be installed as shown with top chord up. Purlins Laterally brace BC at 48" oc in lieu of rigid ceiling. Laterally brace BC above filler at 48" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Laterall brace BC above filler @ 24" O.C. (or as designed) including a brace on B * ctly above both ends of filler (if no rilow at that point). _AFF_ • AC FI r. i a • s ,o•; ATE 0 2s'wONAL 04/ 10/2018 1. 11.8 -{ 2' 4.11 2'6.7 20', 1 23' 1.8 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W V 1590 /- /- I- /- /6.0 L 3628 /- l- I- I- /8.0 V Min Big Width Req = 6.0 L Min Brg Width Req = 2.1 Bearings V S L are a rigid surface. Bearing L requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A- B 0 -1846 F- G 0- 4299 B- C 0- 3274 G- H 0- 2307 C- D 0- 4199 H- 1 0- 2253 D- E 0 -4610 1 - J 1760 0 E- F 0-4610 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp U- T 2064 0 P- O 2395 0 T- S 3429 0 O- N 2412 0 S- R 4298 0 N- M 2307 0 R- O 4416 0 M-L 33 -1391 O - P 4399 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp V- A 0- 747 F- P 0 - 455 A- U 1858 0 P- G 2250 0 U- B 0- 749 G- N 0 - 752 B- T 1315 0 M-1 2870 0 T- C 0 -534 I-L 0 -1266 C- S 836 0 L -J 0 -1896 R - F 390 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) 9 safety practices prior to performing these functions. Installers shall provide temporary bracln per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC I sections B3, B7 or 810, as applicable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLCComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wmu,, truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussBsA Seal on this drawing or cover page , , 2400 Lake Orange Dr listing this drawing indicates acceptance of pro essiona engineering responsibility soleiy for the design shown. The sui bility Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIITPI1S-ec.2. For more information see this iob's aeneral notes oaae and these web sites, ALPINE: www.aloineaw com. TPI www.toinst orn: SBCA. www.sbcmdustrv.com; ICC. www iccsafe.orq Orlando FL, 32837 Job Number: 19796 Ply: 2 SEON- 562129 / T27 / FLAT Cust: RR408 JRef: lWa04O80005 7499 - A (MBR Tray) Oty: 1 FROM: RF DrwNo' 100.18.0859.29926 Truss Label: FG3 KM / WHK 04/10/2018 2 Complete Trusses Required 1'117 4'5"13 1 6'5"4 1' 11 " 7 2'6" 7 1' 11 "7 III2X4 =3X4 =3X4 1112X4 A B C D T 1 9,4„ H G F E 3X4 1112X4 1112X4 = 3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Nailnote Nail Schedule 0.128"x3", min. nails Top Chord: 1 Row @ 4.50" o.c. Bot Chord' 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads 41-umber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 178 plf at 0.00 to 178 plf at 6.44 BC. From 15 plf at 0.00 to 15 plf at 6.44 TC: 141 lb Conc. Load at 0.77, 2.65, 4.65 TC: 288 lb Conc. Load at 1.67 TC: 222 lb Conc. Load at 3.67 TC: 201 lb Conc. Load at 5.67 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up 6'5"4 2'1"3 2715 2'1"3 2'1"3 4,4"1 ' 1 6'5"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct' NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std. 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.012 G 999 360 H 1202 / - I - / - / - / 7.5 VERT(TL): 0.050 G 999 240 E 1176 if- / - / - / - / 3.8 HORZ(LL): 0.004 E - - H Min Brg Width Reg = 1.5 HORZ(TL): 0.010 E E Min Brg Width Reg = 1.5 Creep Factor: 2.0 Bearings H & E are a ngid surface. Max TC CSI: 0 278 Bearings H & E require a seat plate. Max BC CSI: 0.419 Max Web CSI: 0.281 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 17.02.01A.1114.21 B-C 0 -1099 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Con H-G 1101 0 F-E 1097 G - F 1099 0 0. Zi i if i r • zkl•.......• G 0 278 4 N,ONAI j 04/ 10/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp H-B 0 -1175 C-E 0 -1171 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requiextreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componerent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Lhord shall have a properly attachod rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ,,r,r,, C r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA eal on this drawing or cover pa e , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui9ability Suite 150 and useofthis9awingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 S9ec.2. For more information see this job's general notes page and these web sites: ALPINE, www.alpineaw com; TPI www.tpinst.org; SBCA: www.sbondustry.com; ICC: www iccsafe.org Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON- 562020 / T32 / SY42 Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 12 FROM: RF DrwNo- 100 18.0859.30175 Truss Label: F01 KM / WHK 04/10/2018 1278 13'4"b 23*10*8 1278 1'2' 10'6- 2'6.12 2'6.12 --}-- 2'6"12 —{ f -- 2-6-12 —{— 2'6'12 f -- 2'6'12 --{ 3X10 =3X6 =3X4 =W=3X4 =3X6 3X10 A B C D E F G H I J K L T c L • UF T S R O P 10' O N 4X6 =3X10=3X4 3X10 =4X6 yy=H03126 23'10*8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deli Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.565 F 496 360 U 1035 / - / / - / / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs NA VERT(TL): 0.989 F 360 240 N 1035 / - / - / - / - / 7.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.076 B - - U Min Brg Width Reg = 1 5 Des Ld: 55.00 EXP. NA HORZ(TL): 0.105 B N Min Brg Width Reg = 1.5 Mean Height: NA ft Code / Misc Criteria CreepFactor: 2.0NCBCLL: 10.00 Bearings U & N are a rigid surface. TCDL: NA ps( Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.752 Bearings U & N require a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.974 Members not listed have forces less than 375# Spacing: 19.1 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.779P9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE, HS VIEW Ver: 17.02 01A 1114 21 B - C 0 -3397 G - H 0 -4897 C- D 0 -3397 H- 1 0 -4897 Lumber D- E 0- 4892 I- J 0- 3395 Top chord 4x2 SP #2 Dense E - F 0 - 4892 J - K 0 - 3395 Bot chord 4x2 SP #1 Dense F - G 0 - 4907 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 1X3 except as noted. Chords Tens.Comp Chords Tens. Comp U-T 1916 0 0 - P 4907 0 Deflection T- S 4370 0 P- O 4370 0 Max JT VERT DEFL: LL: 0.56" DL: 0.48". See detail S - R 4370 0 O - N 1915 0 DEFLCAMB1014 for camber recommendations. R - 0 4909 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 continuous strongback. See detail Webs Tens.Comp Webs Tens. Comp. STRBRIBR1014 for bracing and bridging recommendations. t111111:11ftl472p Deflection estimate assumes composite action with ` s FL7 `i single layer of the appropriate span rated glue -nailed . ' U- B 0 -2129 P- 1 810 0 B - T 1637 0 1-0 0 -1078 T - D 0 -1076 O - K 1637 0 wood sheathing. ••• S•• Q • F • D - R 577 0 K - N 0 -2127 Webs are square cut except dbl diagonals or as R - F 366 -452 otherwise shown. Truss must be installed as shown with top chord up. 0 648 a •. ATE Ox,, : c4 0 R"Iii C'' s ONAI. 0 278 Unutatwt 04/10/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to nd follow the latest edition of Component Safety Information, by TPI SBCA) fo'r to these Installer$ shall BCSI (Building temporaryanc7safetypracticespnorperformingunctions. provide bracln BCSI Unless noted o1herwise,top chord shall have attached structural sheathing and bottom Nord shall have a propelperproperty attached rigid cellin9 Locations shown forpermanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810. as applicable. Apply plates to each (ace of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlQComponents Group Inc shall not be responsible for any deviation from this drawing,any failure ANSI this drawing to build the , r„r truss in conformance with 1, or for handling, shipping, installation and bracing of trussesA Seal on or cover page • , 2400 Lake Orange Dr listing this drawing indicattes acceptance of pproTessionar engineering responsibility solely for the design shown. The sui bility Suite 150 9 awinganduseofthis (or any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI• www tpinsiorcl, SBCA: www.sbcindus .wm: ICC: www.iccsafe.orq Orlando FL. 32837 Job Number: 19796 Ply 1 I SEON. 562559 / T30 / SY42 I Cust. R R408 JRef' 1 Wa04O80005 7499 - A (MBR Tray) Oty 1 FROM: CH DrwNo: 100.18 0859.30597 Truss Label: F02 KM / DF 04/10/2018 11.10"8 2' 23'10"8 11'10"8 "8 11110•8 117112 F-2 2'6.12 -i 1'3"12 2'6•12 --}-- 2'6•12 2'6•12 --{ F-- ---{ f-- 2•6•12 -}- rs•tz -{ I T a v 4. 3X4 16] 3X4[4] =-3X4=3X4r13 =W=3X4 =3X4 =3X4[23] A B C D E F< H I J K L M 10' vi V SR O P O 3X4 =3X6 U T AA 1112X4 =4X6 =3X6 =3X4 4X6 III2X4 W 3X4 57"4 5'4.8 12'9- 23'10.13 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL. 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration- 1 00 MWFRS Parallel Dist: NA Spacing: 19.1 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1 00) TC. From 80 plf at 0.00 to 80 plf at 3.67 TC- From 40 plf at 3 67 to 40 plf at 1279 TC: From 80 plf at 12.79 to 80 pif at 2363 BC: From 8 plf at 0.00 to 8 plf at 3.67 BC: From 4 plf at 3.67 to 4 plf at 12.79 BC: From 8 plf at 12.79 to 8 plf at 23.75 TC: 30 lb Conc. Load at 3.67.12.79 TC: 32 lb Conc. Load at 5.33, 7.33, 9.33,11.33 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W3X4 2.25 L 1.25 13] W3X4 1.25 R 1.25 16] W3X4 1.25 L 1.25 23] W3X4 2.25 R 1.25 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs' NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.060 K 999 360 VERT(TL): 0 104 K 999 240 HORZ(LL): 0.009 O - - HORZ(TL): 0.013 O - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.502 TPI Std: 2014 Max BC CSI: 0.400 Rep Factors Used. Yes Max Web CSI: 0.402 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up 00 4r p,Sg 114.21 o • ATE ; Q y•' .'cC OROX*•\, k'' a a* 0 278 "'14s/QNA,- 04/10/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W W 237 /- /- /- /- /7.3 V' 191 /- /- /- /- /64.5 AA89 /- /- /- /- /3.5 O 504 /- /- /- /- /7.3 W Min Brg Width Req = 1.5 V Min Brg Width Req = - AA Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Bearings W, V, AA, & O are a rigid surface. Bearings W, V, AA, & O require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp D- E 845 0 1-1 0 - 428 E-F 845 0 J-K 0 -1174 G-H 0 -428 K-L 0 -1174 H -1 0 - 428 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V-U 0 -495 Q-P 1020 0 T-S 0 -451 P-O 817 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp D-T 0 -660 Q-J 0 -655 T- F 0- 842 P- L 395 0 G- Q 844 0 L- O 0 - 908 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, an in shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building mCoponent S fety Information, byy TPI and SBCA) fo'r sa ery practices pnor to performing these functions. Installers shall provide temporary bracing per Bt St. Unless noted olhervise,top or shall have property attached structural sheathing and bottom Chord shall have a pro erly attaches rigid ceiling Locations shown for Dermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10. as applicable. Apply Catees to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for s andard plate positions. Alpine, a division of ITW Building Components Group In, . shall not be responsible for any deviation from this drawing,any failure to build the ,,, c M truss in conformance with ANSI/TPI 1, or or handlin shipping, installation and bracing of,trussesA Seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www aipineitw corn; TPI• www tpinst om; SBCA www sbandustry.com, ICC: w Jccsafe.org Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON: 562492 / T23 / SY42 Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Qty: 1 FROM: RF DrwNo: 100.18.0859.30520 Truss Label: F03 KM / DF 04/10/2018 2'2" 2-1"4 —f" 1'4" -i TYP) 23'1"8 20' 11 "8 207" )— 1-11" -- 3X4 1112X4 =W=3X4 =3X4 1113X6=7X8 =6X8 A Pt n J N O P O R Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL' NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T1 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W4, M14 42 SP #2 Dense: Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC: From 274 plf at 0.13 to 274 plf at 23.00 BC: From 15 plf at 0.00 to 15 plf at 23.00 TC: 615 lb Conc. Load at 23.00 Plating Notes All plates are 1 X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. r 23'1"8 - I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.041 T 536 360 AK-341 / - / - / - Lu: NA Cs: NA VERT(TL): 0.199 T 182 240 V / 2234 Snow Duration: NA HORZ(LL): 0 008 R - AK Min Brg Width Req = - HORZ(TL): 0.025 R Bearing AK is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 254 Bldg Code- FBC 6th.ed 201 Max TC CSI: 0.743 Members not listed have forces less than 375# TPI Std. 2014 Max BC CSI: 0.318 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: No Max Web CSI: 0.894 Chords Tens.Comp. Chords Tens. Comp. FT/RT:0(0)/0(0) A- B 416 0 N- O 392 0 Plate Type(s): B- D 392 0 O- P 384 0 WAVE VIEW Ver: 17.02.01A.1114.21 D - J 392 0 P - Q 382 0 J-N 392 0 Q -R 3123 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp AJ-AH 0 -392 X - W 0 -392 AH-AC 0 -392 W - V 0 -376 AC- X 0- 392 V- U 0- 2805 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AJ 0- 490 U- R 0- 3570 V - Q 3339 0 Maximum Gable Forces Per Ply (Ibs) ifltllDyj 1 Gables Tens.Comp. Gables Tens. Comp. JG p S F 41 AJ- B 0 -554 W - O 0 -376 D -AH 0 -379 Q- U 0 -2932 4 O,V-3 M-7-:N N - X 0 - 388 o YATE GF ; Q Qo,,.c.,••,cZOR00o"' i ••. 0 274ZIANAL 04/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation, by I PI ancr77 SBCA) for safety practices pnor to performing these unctions. Installers shall provide temporary bracin per B SI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and boltQm hord shall have a progeny yattached rigid ceiling Locations shown for Dermanent lateral restraint of webs shall have bracingg installed per 6C 1 sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join CDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building CComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wm ywy truss to con rmance with ANSI fP1 1, or or handlin shippin , installation and bracing of,truss sA Seal on this drawing or over pa e , , 2400 Lake Orange Dr. listingthisFrawin indicates acceptance of pro'essronal engineering responsibility solely for the desi n shown. 4The sulfa ility Suite t50 anduseothisyawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites ALPINE www al Ineitwxom• TPI• www. Inst.o ' SBCA. www.sbcindust xom; ICC: www imsafe.org Orlando FL, 32837 Job Number: 19796 Ply: 1 SEQN: 562147 / T7 / SY42 Cust. RR408 JRef. 1Wa04080005 7499 - A (MBR Tray) City: 5 FROM: RF DrwNo: 100.18 0859 29973 Truss Label: F04 KM / WHK 04/10/2018 10'6" + 11.4 23'1"8 10'6" 1' 11'7"8 2-6.12 —{ 2'6"12 --1-- 2'6"12 —}— 2'6"12 17" 2'6"12 --}— 2'6"12 --1 2'0"8 --{ W =3X4 3X 10[3] = 3X6 = 3X6 = 4X10 = 3X4 B C D E F G H I J K L T S R Q 3X8[5] =3X4 =3X4 W =H0312 Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL. NA psf Soffit 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3] W3X10 5.50 L 1.25 [ 5] W3X8 4.00 L 1.25 15] W3X10 5.00 R 1 25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 21'2" 23'1 "8 T' —410, P O N 3X 110[15] = 4X10 1'11"8 —{ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.362 E 682 360 U 1100 / - / - 1- I - 6.0 Lu: NA Cs- NA VERT(TL): 0.819 E 423 240 O 2062 / - / - / - I - 8.0 Snow Duration: NA HORZ(LL): 0.053 B - U Min Brg Width Reg = 1.5 HORZ(TL): 0.085 B O Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings U & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.946 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.831 Rep Factors Used. Yes Max Web CSI: 0.864 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens Comp Chords Tens. Comp Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -3426 G - H 0 -4379 C- D 0- 3426 H- 1 0- 3039 D- E 0- 4385 1- J 0- 3039 E- F 0- 4389 J- K 1247 0 F- G 0- 4379 K- L 1247 0 7%04e• o't• 7AT ; Q 9 '• 1 0 27 4s/QNAI y_tf9 04/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp U- T 1993 0 R- Q 4389 0 T-S 4221 0 Q-P 4021 0 S- R 4221 0 P- O 1422 - 582 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp U -B 0 -2215 H-P 0 -1156 B-T 1595 0 P -J 1863 0 T- D 0- 879 J- O 0- 2420 D-R 531 -369 O-L 0 -1428 Q - H 820 - 8 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach tl ri9gld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply pIatgs to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build inq_ComponQnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the -MOD"~ truss in conformance with ANSI/TPI 1, or for handlin4, shipping, installation and bracing of trussesA Seal on this drawing or cover pa 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro) essionar engineering responsibility solely for the des i n shown. The suiCatility Suite t50anduseofthisr7rawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPl 1 Sec.2. For more information see this ob's general notes page and these web sites ALPINE. www al ineitwxom: TPI: www.t insl.o ; SBCA. www.sbcindust .com; ICC, www iccsafe org Orlando FL, 32837 Job Number: 19796 Ply: 1 SEON: 562150 / T31 / SY42 Cust: R R408 JRef: 1 Wa04080005 7499 - A (MBR Tray) Oty: 2 FROM: RF DrwNo: 100.18.0859 30333 Truss Label: F04A KM / WHK 04/10/2018 A 10'6" + 11'6 23'1"8 10'6" 1' 11'7"8 2.6.12 -i F- 2-6.12 -}-- 2'6"12 --1 2'6"12 2-6.12 -1 2'6"12 -{- 278 --{ W =3X4 3X10 = 3X4 = 3X6 = 4X10 = 08 B C D E F G H I J K L ifl M M W1 3XXg=3X8[51 S =3X =_34=3X44[11] W = H0312 21' 2" Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed. NA mph Enclosure: NA Category: NA EXP: NA Mean Height. NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 W 16 4x2 SP #2 Dense: Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 100 plf at 0.12 to 100 plf at 23.00 BC: From 10 plf at 0.00 to 10 plf at 23.00 TC: 1615 lb Conc. Load at 23.00 Plating Notes All plates are 1 X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 51 W3X8 3.75 L 1.25 [111 W3X4 1.25 L 1.25 18] W4X12 5.75 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 23' 1 "8 10, 716 IN X110 1- 11"8,{ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.257 E 962 360 U 1028 / - / - / / 6.0 Lu: NA Cs: NA VERT(TL): 0.762 E 493 240 O 3167 /- / - / - / - 8.0 Snow Duration: NA HORZ(LL): 0.038 B - - U Min Brg Width Reg = 1.5 HORZ( TL): 0.073 B O Min Brg Width Reg = 1.5 Code / Mist; Criteria Creep Factor: 2.0 Bearings U & O are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.936 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.862 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply (Ibs) FT/ RT:0(0)/0(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02,01A.1114.21 B - C 0 -3130 G - H 302 -3747 C - D 0 - 3130 H -1 1325 - 2130 D - E 283 - 3760 I - J 1325 - 2130 E- F 290 - 3762 J- K 3017 0 F- G 302 - 3747 K- L 3017 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. U- T 1847 0 R- O 3762 - 290 T- S 3774 0 O- P 3262 - 709 S- R 3774 0 P- O 841 - 2148 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 111t1HW/ U- B 0- 2052 O- H 1061 0 c 4/ I B-T 1419 0 H -P 0 -1403 ti' 5 1 F wi4 T - D 182 - 712 P - J 2110 0 77 ,. .. D - R 335 -662 J - O 0 -2644 OS`• ` Se F - O 0 - 478 O - L 0 - 3454 s , o :• VATE OF O • SS •• OR ...•,t 0 278 1111 O'r 11 F Wflt; ItlW WIIW 04/ 10/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by'TPI an SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottortrrl &hord shall have a prerly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBC51sectionsB3. B7 o,09 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ,wrrwmp rr I in conformance with ANSI/l PI 1, or for handlin shipping, installation and bracing of,trussesA Seal on this drawing or over page , , 2400 Lake Orange Dr. listinthisdrawingindicatesacceptanceofpro) essional en ineerin9 res onsibili solel or the desi n shown. 4The sulfabili Suite 150 anduseofthisr7awingforanystructureisfheresponsibilityofthebuildingDesignerperyANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE, www.atpmeitw.com; TPI: www.tpinst o ; SBCA• www.sbcindus com; ICC: www.icesafe.org Orlando FL, 32837 Job Number: 19796 Ply. 1 SEON, 562524 / T37 / SY42 I Cust: RR408 JRef: 1Wa04080005 7499 -A (MBR Tray) Oty: 1 FROM CH DrwNo: 100 180859.30519 Truss Label: F06 KM / OF 04/10/2018 Loading Criteria (psi) TCLL. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld- 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing 24.0 " T 1 4' 1'3"4 1'3"4 1'2"8 —}-- 1'4" —{ T'P) 10'9"12 9'6"8 3X4 1112X4 A I 10' R J Q III2X4 3X4 10'9"12 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist- NA C&C Dist a: NA It Loc. from endwall: NA I. NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 H 999 360 VERT(TL): 0.000 H 999 240 HORZ(LL): 0.000 R - - HORZ(TL): 0.000 R Creep Factor 2 0 Max TC CSI: 0.098 Max BC CSI. 0.021 Max Web CSI: 0.033 VIEW Ver: 17.02.01A.1114.21 oJG p,S C* s ,o •. ATE C'01ss•...... EN` 0 278 Q._IONAI , 04/ 1012018 Maximum Reactions (lbs), or '=PLF Loc R /U / Rw /Rh /RL /W X 109 /- /- /- /- /129 J Min Brg Width Reg = - Bearing R is a rigid surface. Bearing R requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, byY PI anad SBCA) for sa shipping, practices poortoperforming these functions. Installers shall provide temporary BGSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom Chord shall have a pro erly id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. a division of from this drawing,any failure to build the eat on this drawing or over page , or the designshown. She suifablllty A IPL NE Im 1, or torn acceptance any structure TPI: w u+ mvmw wr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: 19796 Ply: 1 SEQN: 562521 / T28 / SY42 Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Qty: 1 FROM: CH DrwNo: 100.18.0859.306" Truss Label: F07 KM / OF 04/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 5'4"8 15"4 10'9" 12 1 r 5'4"8 d1,12 5'4"8 P' 2,6"12 -- -- 2'6"12 1111 X3 1111 X3 1X3 3X4[4] 1111X3=3X4[9] 1112X4 A B CD E F J 3X4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a- NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Sot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 41 W3X4 2.50 L 1.25 [ 9] W3X4 2 50 R 1.25 Hangers / Ties J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 10, 10712 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) P • NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.048 C 999 360 J 581 / Lu: NA Cs: NA VERT(TL): 0.084 C 999 240 G 595 /- Snow Duration: NA HORZ(LL): 0.010 G - - J Min Brg Width Reg = 1.5 HORZ(TL): 0.014 G G Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI- 0.385 Bearing J requires a seat plate. TPI Std: 2014 Max BC CSI: 0 523 7.3 Rep Factors Used: Yes Max Web CSI: 0.285 Members not listed have forces less than 375# Rep Factors 0) Maximum Top Chord Forces Per Ply (Ibs) FT/Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01 A. 1114.21 B-C 0-1251 D-E 0 -1251 C -D 0 -1258 1 o. 648 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. J -1 924 0 H- G 923 0 I- H 1258 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-B 0 -1027 E-G 0 -1028 VATE OF c 0 z 8e*"' ONAL ENr12=111ttw+°'` 04/10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporarryyicingper3aSt. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly ached rigid ceiling. Locations shown forDermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 10, aoDlicabge. ADDTvplates to each face of truss and Dosition as shown above and on the Join Details, unless noted otherwise. Refer to Alpine, a division of ITW Buildin Componpnts Group In.. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI1, or for handling, shipping, installation and bracing of.trussesA eal on this drawing or cover page . listing this drawing indica es acceptance of pro essiona engineering responsibility solely 1$or the desi n shown. The sui brlity and useofthisgnawingoranystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. A IPL NE MTV OD~ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19796 Ply: 1 SEON 562539 / T35 / SY42 Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty' 4 FROM: CH DrwNo: 100.18.0859 30456 Truss Label: F08 KM / DF 04/10/2018 2'10"8'Q"4 5'4"8 r 2'10"8 2 2'4"4 2,6„ F — 2'0"8 --1 III1X3 =3X4 III2X4 =3X4 =-1X3 A B C D Loading Criteria (psg TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld- 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -435# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up 3X4 Ill 1X3 1111 X3 i" 315" -t-- 1'11"8 --{ 5'4"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code- FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE F9 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 D 774 360 VERT(TL): 0.087 D 403 240 HORZ(LL): 0.008 D - - HORZ(TL) 0.016 D Creep Factor: 2.0 Max TC CSI: 0.604 Max BC CSI: 0.149 Max Web CSI: 0.413 VIEW Ver: 17.02.01A.1114.21 ir_1\J(''S Q/••••Vr Z • • o •• ATE cF ••'c 0 R,V ao 278 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 1 32 /435 /- /- /- I- H 1416 /- /- /- /- 18.0 1 / 435 1 Min Brg Width Reg = - H Min Brg Width Reg = 1.5 Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 997 0 C-D 1013 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I- H 0- 978 H- G 0 - 997 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-B 1085 0 G-D 0 -1168 B-H 0 -581 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippin installing and bracing. Refer to rid follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety, racbces prior to performing these unctions. Installers shall provide temporary bracing per 3 SI. Unless noted oiherwise,top chord shall have property attached structural sheathing and boltQm Chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or E310, as applicable. Apply lates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for sQandard plate positions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .,ax~ truss in conformance with ANSI/TPI 1, or for handl% shipping, installation and bracing of,lrussesA eal on this drawing or'Th.' overpa e , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolely1orthedesinshown. 'he suitability Suite 150 anduseothisthawingforanystructureIsaresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpmeitw com; TPI: www.tpinst.org, SBCA www.sbcindustry com; ICC: www iccsafe org_ Orlando FL, 32837 Job Number: 19796 Ply 1 SEON: 562545 / T43 / SY42 Cust: RR408 JRef 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM: CH DrwNo. 100.18 0859 30862 Truss Label: F08A KM / OF 04/10/2018 El10"8 "4 5'4"8 2'10"8 2 2'4"4 f-- 1'3"—{ 1'3"12 2'0"8 --{ III1X3 =3X6 III2X4 =4X4[3) III2X4 =1X3 A B C D E I 01 I NJ FAA 4Xa 3X6 1 3'5" — j 1-11"8 --{ Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.00 Spacing. 24.0 " Wind Criteria Wind Std. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA CB.0 Dist a NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 3.00 TC. From 225 plf at 3 00 to 225 plf at 5.25 BC: From 10 plf at 0.00 to 10 plf at 5.37 TC: 595 lb Conc. Load at 1.45 TC: 500 lb Conc. Load at 5 25 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 31 W4X4 1.75 L 1.25 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up 5'4"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.027 E 809 360 VERT(TJ 0.067 E 465 240 HORZ(J 0.007 E - - HORZ(TL). 0.012 E Creep Factor 2.0 Max TC CSI: 0 808 Max BC CSI. 0.185 Max Web CSI: 0.351 VIEW Ver: 17.02.01A.1114.21 p.S O» J a :• ATE Q# 0278 YIONZtv gyp•'•. pP..• ', 04/ 10/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W J 30 /98 /- /- I- / - 1 2053 /- /- /- I- 18.0 J Min Brg Width Reg = - I Min Brg Width Reg = 1.5 Bearing I is a rigid surface. Bearing I requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B -C 1155 0 D-E 1198 0 C - D 1166 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. I -H 0-1166 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. B - 1 0 -1302 H-E 0 -1381 D - H 0 - 620 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachd rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .N woawwn truss in conformance with ANSII/TTPI 1, or for handling shipping, installation and bracing of trussesA Seal on this drawing or cover pa e , , 2400 Lake Orange Drlistingthisdrawinggindicatesacceptanceofprofessionarengineeringgresponsibilitysolelyforthedesignshown. The suiCabillty Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSUTPI1Sgec.2. For more information see this ob's general notes page and these web sites. ALPINE w .al ineitw corn. TPI www.t inst o ; SBCA: www sbcindus .com: ICC: www !cc -safe org Orlando FL, 32837 Job Number: 19796 Ply. 1 SEON 562549 / T44 / SY42 Cust RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty 1 FROM. CH OrwNo' 100.18 0859.30535 Truss Label: F08B KM / DF 04/10/2018 L 2'10"8'Q"4 5'4"8 ii 2'10"8 " 2 2'4"4 - t 1'3" -- 1.3"12 --{ 2'0"8 1111X3 =3X6 III2X4 =3X4[31 III2X4 =1X3 A B C D E Inv Ii 1 3X4 II ill IAA 3X6 1- 3'5" -j-- 1'11"8 --{ Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL 000 BCDL: 500 Des Ld: 55.00 NCBCLL- 1000 Soffit. 2.00 Load Duration: 1 00 Spacing: 24.0 " Wind Criteria Wind Std. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0 00 to 100 plf at 3.00 TC: From 225 plf at 3.00 to 225 plf at 5.25 BC: From 10 plf at 0.00 to 10 plf at 5.25 TC: 160 lb Conc. Load at 1.45 TC: 500 lb Conc. Load at 5.25 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 3) W3X4 1.75 L 1.25 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -322# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up 5'4" 8 i; r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W J 30 / 322 / - I - / - / - Pf: NA Ce: NA VERT(LL): 0.029 E 763 360 Lu: NA Cs NA VERT(TL): 0 067 E 459 240 1 1841 /- / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.007 E - - J / 322 HORZ(TL): 0.012 E Creep Factor: 2.0 J Min Brg Width Reg = - 1 Min Brg Width Reg = 1 5CodeIMiscCriteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.807 Bearing I is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.187 Bearing I requires a seat plate. Rep Factors Used: No Max Web CSI 0.351 Members not listed have forces less than 375# FT/RT-0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17 02.01A.1114 21 B-C 1152 0 D-E 1195 0 WAVE C - D 1163 0 YATE OF 0 278 yr 0NA 04/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp J-1 0 -435 1 - H 0 -1163 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J-B 601 0 D-H 0 -629 B - 1 0 -997 H -E 0 -1378 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attache rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3, B7 or 10, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w m m~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA Seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingg indicates acceptance of professionar engineering responsibility solely or the des, n shown. The suitability Suite 150anduseofthist7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information_ see this fob's general notes page and these web sites ALPINE www alpineitw.com TPI, www tpmst org; SBCA•_ www spcmdustry com_ICC www iccsafe org Orlando FL, 32837 Job Number: 19796 I Ply: 1 SEON 562026 / T21 / SY42 Cust RR408 JRef: lWaG4080005 N7499 - A (MBR Tray) Oty- 3 FROM RF Drwo. 100.18.0859.30301 Truss Label: F09 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 3'0"2 4'2"8 7'8"4 f 3,0"2 '1 1 2"6 '1 3,5"12 - r r i q 2'6" 17"6 —+— 1'6"l0 —{ III 1 X3 III4X6 =3X4 III2X4 =3X4 =1X3 AB C D E F i. 4'7"4 Wind Criteria Wind Sid: NA Speed- NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpr: NA Wind Duration: NA Lumber Top chord 42 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3A4 = 3X4 3'1" 7'8"2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W A 141 / 134 / - / - / - / 3.1Pf: NA Ce: NA VERT(LL): 0.113 F 343 360 Lu: NA Cs: NA VERT(TL): 0.224 F 231 240 1 889 /- / - / - / - / 8.0 Snow Duration: NA HORZ(LL): -0.037 H - - A Min Brg Width Req = 1.5 HORZ(TL): 0.055 H Creep Factor: 2.0 I Min Brg Width Req = 1.5 Bearings A & I are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI 0.908 Bearing I requires a seat plate. TPI Std: 2014 Max BC CSI: 0.515 Rep Factors Used: Yes Max Web CSI: 0.134 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/ O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate ): VIEW Ver: 17.02.01A.1114.21 B - C 520 0 D - E 538 0WAVE C - D 520 0 s ,o VATE OF ; , 0 278 04/ 10/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporarryY bottortrr hord shall hav a pro erly per BC I sections B3. 7 or 10, per noted otherwise. I eferto Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J - 1 0 -520 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B- J 0- 568 1- E 0 - 405 D - I 0 - 506 Alpine, a division of ITW Build %gCompon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or or handling, shipping, installation and bracing of,trussesA eal on this drawing or cover pagelistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this c7 awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. ALPINE u rtw m+mv+r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: 19796 Ply 1 SEON• 562027 / T29 / SY42 I Cust: RR408 JRef. 1Wa04080005 7499 - A (MBR Tray) City: 1 FROM RF OrwNo: 100.18.0859.30238 Truss Label: F09A KM / WHK 04/10/2018 Loading Criteria (psq TCLL 4000 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " i 1'2e2 b+— 1'4" TYP) III2X4 A G Wind Criteria Wind Std. NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall. NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing Is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be Installed as shown with top chord up. 7'8"4 -I Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 E 999 360 VERT(TL): 0.000 E 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 B Creep Factor: 2.0 Max TC CSI: 0.071 Max BC CSI: 0.017 Max Web CSI: 0.031 VIEW Ver: 17.02 01A.1 114.21 9,4„ Maximum Reactions (lbs), or'=PLF Loc R I /Rw /Rh /RL /W 1" 108 /- /- /- /- /92.2 1 Min Brg Width Reg = - Bearing O is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSaafetyInformation, byy TPI and SBCA) fo'r safety practices pnar to performing these functions. Installers shall provide temporary bracing per BGSt. Unless noted oiherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a properly attached neprd ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per SCSI sections B3. B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the JoinfDetalls, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .,Twino r truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seat on this drawing or cover page , , 2400 Lake Orange Drlistingthisdrawinggindicatesacceptanceofproesstonaengineeringresponsibilitysolelyforthedesinshown. The suitabtitty Suite 150anduseofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSIfTPI1Sec.2. For more information see this job_'sgeneral_ notes page and these web sites, _ ALPINE. www.alpmeitw.com: TPI. www.t msLo SBCA: www.sbcmdus .com; ICC w Jccsafe or Orlando FL, 32837 Job Number: 19796 Ply 1 SEON: 562028 / T36 I SY42 Cusl: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM RF DrwNo: 100.18.0859.30098 Truss Label: F10 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 2'10" 8 2' 10"8 f3 i 2,6„ TYP) 5'0"4 774 2'1"12 27 3X4 = 3X4 A B C D T 1 T. D' Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 7'9"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria • Maximum Reactions (Ibs), or'=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.029 G 999 360 H 387 I - / - / - / - VERT(TL): 0.057 G 999 240 K' 124 I - / - / - / - HORZ(LL): 0.010 B - - H Min Brg Width Reg = 1.5 HORZ(TL): 0.013 B K Min Brg Width Reg = - Creep Factor: 2.0 Bearings H & K are a rigid surface. Max TC CSI: 0.472 Bearing H requires a seat plate. Max BC CSI: 0 250 7.2 44.0 Max Web CSI. 0.156 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. VIEW Ver: 17 02.01A.1114.21 1 B - C 0 -506 TAT y s ,o' ;;ATE 0 278 /ONAw 04/ 10/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H- G 505 0 F- E 509 0 G - F 506 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H- B 0- 562 C- E 0 - 560 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) fogy safety practices prior to performing these functions. Installers shall provide temporary bracingper BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyrigidcerlrnaLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the C,,„. truss in conformance with ANSI/TPI 1, or for handl% shipping, installation and bracing of trussesA Seal on this drawing or cover pa g 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the de si n shown. The sui ability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this ob's general notes page and these web sites ALPINE, www al ineitw com. TPI: www.t inst o : SBCA' www sbandus .cornICC. www iccsafe om Oriando FL, 32837 Job Number: 19796 Ply: 1 SEON 562029 / T40 / SY42 Cust, RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty: 1 FROM: RF DrwNo. 100.18.0859.30114 Truss Label: F11 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 4000 TCDL 10.00 BCLL: 0.00 BCDL: 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 200 Load Duration 1 00 Spacing: 24.0 " F3 +'— 2'0"10 2'0„10 '} 3 i III 1 X3 1 X3 = 3X4 III2X4 A B C T 1 E 10' Wind Criteria Wind Std: NA Speed: NA mph Enclosure- NA Category- NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I- NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Sot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown Truss must be installed as shown with top chord up. 1X3 D 3X4 = 3X4 i 47'4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.004 B 999 360 VERT(TL): 0.007 B 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.294 Max BC CSI: 0.312 Max Web CSI: 0.064 VIEW Ver: 17.02.01A.1114.21 pol—pS ON• J ATE 9.c'••FL P''%_40, 0 278' S, ONAL 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 239 /- /- /- /- /7.2 D 254 /- /- /- /- /60 E Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings E & D are a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fal)dcatinq, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by PI an SBCA) fo'r safety practices pnor to performing these functions. Installers shall provide temporarySM. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall havg a progeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or 10. e. A .P?y plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Defer to 60A-Z for standard plate positions. of his drawing,any failure to build the on this drawing or over page , ie des shown. I, sui9abrlity ALPINENE im 1, or torn acceptance any structure 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job7499N A (MBRT ray) ( Oty: 6 FROM: RF 141 / T38 / SY42 DrwNo: R100 18 08591 0254080005 Truss Label: F12 KM / WHK 04/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL. 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " F3 +- 17' — 17 4 1 1111X3 1 X3 = 3X4 III 2X4 A B C T 1 10, Wind Criteria Wind Sld: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration, NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 42 SP #3 Hangers I Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X4 3,8„ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE r1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.002 B 999 360 VERT(TL): 0.003 B 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.172 Max BC CSI: 0.185 Max Web CSI: 0.039 VIEW Ver: 17.02.01A.1114.21 i ps FLb U•••, SF o MATE OF Qr OR o.... 0 27s`'910NAI 04/ 10/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 187 /- /- /- I- /5.5 D 202 /-I- E Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing E is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabTricat handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY PI andd SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyidceilingLocationsshownforDermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, e. Appfy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. refer to 60A-Z for standard plate positions. a division of his drawing,any failure to build the on this drawing or cover page Le design shown. The suiCability ALPINE im l,ortorr acceptance any structure 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: 19796 I Ply: 1 SEON 562530 / T10 / SY42 Cust: RR408 JRef: 1Wa04080005 7499 - A (MBR Tray) Oty, 1 FROM: CH DrwNo: 100 18.0859 30861 Truss Label: F13 KM / DF 04/10/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 1000 Speed: NA mph BCLL- 000 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55 00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing. 19.1 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1 X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1'3"4 1712 4 2'4"8 1'0"4 F3 i [— 17*8 --I 8- 3X4 1112X4 A D 11 I!\I I 3,7„ 12 j Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used- Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.000 B Creep Factor: 2.0 Max TC CSI: 0.071 Max BC CSI: 0.015 Max Web CSI: 0.007 VIEW Ver: 17.02.01A.1114.21 04sp"_p.S O J s.a•, ATE 'Q SS ONA1. 04/ 10/2018 Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL / W E' 85 /- /- /- /- /43.7 E Min Brg Width Reg = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSaafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracln per BCSt. Unless noted olherwlse,top chord shall have property attached structural sheathing and bottom Chord shall have a properly attachotl rigid telling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build inccL Compon nts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling{ shippinq, installation and bracing of,trussesA Seal on this drawing or cover page , , 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproessionaJrengineeringresponsibilitysolelyforthedesignshown. The su. bitity 2400 Lake and use of this c7iawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. SuiteOrlando FL, 32837 150 For more information see this job's general notes page and these web sites, ALPINE. www alpmeitw.com_TPF www.tpinst org; SBCA:_ www sbcmdustry comLICC'_www iccsafe org _ Job Number: 19796 Ply: 1 SEON 562527 / T2 / SY42 Cust: RR408 JRef 1Wa04080005 7499 - A (MBR Tray) ally: 1 FROM: CH DrwNo: 100.18 0859 30582 Truss Label: F14 KM / DF 04/10/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL. 5.00 Des Ld. 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration- 1.00 Spacing. 19.1 " Lumber T r4' T r Wind Criteria Wind Std: NA Speed. NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3-}-- 1'6"14 1,6"14 3i 1111 X3 1 X3 = 3X4 1112X4 A B C 3X4 37' 12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0y0(0) Plate Type(s): WAVE rA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0.135 Max BC CSI: 0.146 Max Web CSI: 0.031 VIEW Ver: 17.02.01A.1114.21 pSg oa J5°` p = 'ATE GF 0 278''%S0/0NAL 04/ 10/2018 10, Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W E 148 /- /- /- /- /7.3 D 160 /-I- E Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bractn per BSI Unless noted olherwi5e,top chord shall have properly attached structural sheathing and bottomr 44hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Installed per BCSI sections B3. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _(Two)~ truss In conformance with ANSIITPI 1, or for handling, shlppinq, installation and bracing of trussesA eal on this drawing or over page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of progessionaq engineering responsibility solely for the desi n shown. The s iiCabllity Suite 150anduseofthis9awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites' ALPINE' www.alpinejrw.com. TPI: www tipinst o ; SBCA: www.sbcindus .cam, ICC: www iccsafe.om Orlando FL. 32837 Gable Stud Reinforcement Detail ASCE 7-101 115 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace on 1) 2x6 'L' Brace is(2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B J d U Q U S P F HF 1 / "2 4' 9' 8' 0' 8' 4' 9' 6' 9' l0' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 7' 6' 8' 0' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 7' 5' 7' 11' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Standard S P D P L 4' 11' B' 2' 8' 5', 9' 7' 0' 0' 11' 5' 11' 0' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 9' 8' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 9' 7' 2' 9' 0' 9' 7' 11' 3' 111 e' 14' 0' 14' 0' 14' 0' 14' 0' Stud 1 14 1 4 14 Standard 4' 6' 6' 0' 6' 4' 7' 11' 8' 6' 10, 9' 11' 6' 12' 6' 13' 4' 14' 0' 14' 0' U p 0 L)1 UC Q S P P H r 1 / "2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 03 5' 2' 9' 1' 9' 6' 10' 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 2' 9' 1' 9' 5' 10, 9' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 10' 8' 4' 10' 6' 11' 2' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' S P rDf L N1 5' 8' 9' 4' 9' 8' 111 0' 11' 5' 13' 1' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10, II' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 3' e' 10, 10, 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 3' 8' 3' 8' 10, 10, 9' 11' 2' 12' 10' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 2' 7' 4' 7' 9' 9' 9' 10' 5' 12' 9' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' d LJ X d U O I S P P flu P 1 / "2 5' 11' 10, 1' 10' 6' 11' Il' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 8' 10, 0' 10' 4' 11' 10, 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 8' 10, 0' 10' 4' 11' 10, 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 8' 9' 1' 9' 8' 11' 10, 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L 1 2 3 5' 10' 9' 7' 10' 2' 11' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 10' 9' 7' 10' 2' 11' t0' 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 8' 8' 5' 9' 0' 11' 3' 1 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Gradesh Group At S nc e-Plne-Ftr Haw -Fir YI / 02 Standard Y2 Stud Y3 Stud 03 Standard as Fir -Larch Southern Pkhesss 43 Y3 Stud Stud Standard Standard Group Bt Hen-Flr Y1 t Btr YI as Fir -Larch Southern Piesss M1 Y1 Y2 1 42 lx4 Braces shall be SRB (Stress -Rated Board). swFor lx4 Sm Pie use only Ldustrial 55 or Industrial 45 Stress -Rated Boards. Croup B alues ra bevused with these aces.11 Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connectioi for 60 plf over contkhuous bearing (5 psF TC Dead Load). Gable end supports load fron 4' V outlookers with ' O' overhang, or le plywood overhang. Abhrrt 1 Attach 'L' braces with 10d (0.128'x3,0' nkO nags. bit Truss 11E For (v 'L' braceh space nails at 2' or - In IB' end zones and 4' o.c. between zones Diagonal brace optkwv 3R111fa' ( 2) 'L' bracesh space nails at 3' o.c. vertical length nay be T In 18' wind zones and 6' oc. between zones. doubled when diagonal 18' IN 'L' bracing rust be a nhbvim of BOX of web brace Is used. Correct L + nenber length diagonal brace for 35511 of each and. Max web Britce Gable Vertical Plate Sizes total length Is 14'. i "I ' "Wool, Vertical Length No Ice 2x4 Stud, 43 or I 'M/ Less than 4' V 1X4 or 2X3 better diagonal r t 4 Greater than 4' V, but 4 Vertical length shown brace) single8, • • • less than 11' 6' or double cut Bf c Greater than 11' 6' 3X4 In table above. 45' (as shown) at L 1 . Refer to carrion truss design For upper and. I.JVitpeak, spike, and heel plates. Connect dlogorhn at Refer to the Building Designer for conditbns e' midpoint of vertical web. Refer t0 chart nb a fo n n e th, not addressed by this detail. WARmlo— K" AND 1910V ALL HaTO ON Ties nlavna;t ' , REF ASCE7-10-GAB11530 eNDlaRANit• nY•®t TIDY MAVDIG TO ALL DCUMM THE naauERs •IN Tams requb exb m care In fericatlrha, h..rrp, d pYp, YrWlhp u,hl Yra p Yefer to ; Follow the latest edthan of YCS1 U"itD Cohporrnt SefetT 4h onrtfon, icy TPI eM i1C/o ry se • : DATE 10/01/14 AT E 0" ha.e Yaraorp aohvdpetl,.oyn atad, er rldper cwUrqI.oca,brr shown Forpopelcaw,r„t tatrarpalate sa,rar,t of w eL DRWG A11530ENC101014 d ` 3J R rFe shall = ha f i r.kps V Z Y n above and p VVh the Jam psections o dtlpYTvaa 41:, viess"ewL atMrwYevryto ..dn .,, •'• cZ O R P,'••• '•,` Yv4l4von ti cmFar wvhc -rx`*N4 .TViRs or h.^anD. D. .,,' I Von' •'•••.......• r AN '°D `"`' a gape / C? TOT, LD, 60 PSF 13723 Rrverpon Den e•eerl opn tlb hra+t+ya •rrorlowwO h Axiie ,e WtsEYlty W hq wkV ''VIAO, ,O l'\ v Suite 200 far- arhy xi cYsr- Y tin respoe"ity o/ iir LaiV Y•>A7r' OpaarpwNQVi*1 1 SOCZ "vllyNlfilW 1N Maryland Hehghb,M063013 T mmtpMLvy S1G m.sbOWstry lgryh m mto.feay 04/10/2018 MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 140 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Uri 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 100 mnh Wind Sneed. 15' Mean HPlnht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B C U O S P F u rflr 81 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10, 8' 13' 6' 14' V 14' V 14' V 83 4' 1' 6' 7' 7' 1' 8' 6' 8' 10, 10, 1' ID' 6' 13' 4' 13' 10' 14' V 14' V Stud 4' 1' 6' 7' 7' V 8' 6' 8' 10, 10, 1' IV 6' 13' 4' 13' 10' 14' V l4' 0' Standard 4' 1' 5' 8' 6' V 7' 7' 8' 1' ID' I' 10' 6' 11' 10, 12, 8' 14' V 14' V Q% J u S P D F L NI 4' 6' 7' 4' 7' 8' e' e' 9' 0' 1D' 4' 1D' 9' 13' 8' 14' V 14' 0' 14' V M2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' 8' 13' 6' 14' V 14' V 14' V 3 4' 2' 6' V 6' 4' 7' 11' 8' 6' 10' 2' 1D' 7' 12' 5' 13' 4' 14' V 14' 0' Stud 4' 2' 6' V 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' V 14' V Standard 4' V 5' 3' 5' 7' 7' V 7' 6' 9' 6' 10' 2' 11' 0' 11' 10, 14' V 14' V U Lf S P r u Pfl M1 / M2 4' 11' 8' 4' e' e' 9' 10, 10' 3' 111 e' 12' 2' 14' 0' 14' V 14' V 14' V N3 1 4' 8' 8' 1' 8' 8' 9' 8' 10, 1' 11' 7' 12' 1' 14' V 14' V 14' V 14' V Stud 4' 8' 8' 1' 8' 6' 9' B. 10, 1' 11' 7' 12' 1' 14' V 14' V 14' V 14' 0' Standard 1 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' V 14' V 14' V 14' V Q1 o S P D F L al 5' 1' 8' 5' e' 9' 9' 11' 10' 4' 11' 10, 12' 4' 14' V 14' V 14' V 14' 0' q2 4' 11' 8' 4' 8' 8' 9' 10, MY 3' 11' 8' 12, 2' 14' V 14' V 14' V 14' V M 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' V 14' V 14' V 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' V 14' V 14' V 14' V Standard 4' 8' 6' 5' 6' IV 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' V 14' V 14' 0' d U 0 S P rr CHr 1 / H2 5' 5' 9' 2' 9' 6' ID' 10' 11' 3' Il' 8' 13' 5' 14' V 14' V 14' V 14' 0' 83 5' V 9' 0' 9' 4' 10, 8' 111 1' 12' 9' 13' 3' 14 V 14' 0' 1 14' 0' 14' 0' Stud 5' V 9' 0' 9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' V 14' V 14' V 14' V Standard 5' 1' 8' 0' 8' 6' 10, 8' 11' 1' 12' 9' 13' 3' 14' V 14' V 14' V 14' V X d Oj .-- I S P D F L MI T 8-__L 9' 3' 9' e' 10' 111 11' 4' 13' V 13' 6' 14' V 14' V 14' 0' 14' V M2 5' 5' 9' 2' 1 9' 6' 1 10' 10' 11' 3' 12' 11' 13' 5' 14' V 14' V 14' V 14' V A3 5' 3' 8' 5 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' V 14' V 14' V 14' V Stud 5' 3' B' S' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' V 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' 11' 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' V 14' 0' Bracing Group Species and Grades, Group At S nuce-Phu-Flr HnrFlr 1 / 02 Standard 1 02 Stud 03 Stud 1 1 13 Standard Douatas Flr-Larch Southern PMe u 3 •3 Stud Stud Standard Standard Group BI Haw -Fir 1 L Btr ElIII nsDoia-La Southern PYu 1 •1 2 •2 lx4 Braces shall be SRB (Stress -Rated Board). imFor Ix4 So. Ph• use only Industrial 55 or Industrial 45 Stress -Rated Boards. Croup B values may be used with then grades. Gable Truss Detail Notes, Vbnd Load deflection critwrlon Is L/240. Provide uplift connections for 55 pif over continua, s bearing (5 psF TC Dead Load). Gable and supports load fron 4' V outlookers with 2' V overhang, or 12' plywood overhang. L' braces with IOd (0.128'x3A' nbO nalls. able Truss For (1) 'L' brace. space noU at Y oc. In 1B' end zones and 4' or- between Lanes. Dbgonnl brace oPtbn' bratlengfi owy be 4ftutAttach nWar ( 2) 'L' braces, space na0.s at 3' oc,vertical bn MY and zones and 6' or- between zones. doubled when diagonal brace Is used. Connect L' bracing rust be a nblbwa of BOX of web aner length dingonal brace for 450• at each and. Max web total length Is 14'. 2x4 DF-i •2 or better diagonal Brice i[ iR I V/jry T t I i(/a Gable Vertical Plate Sizes Vertical Len th I No S ice Less thon 4' 0' 1X4 cx 2X3 Granter than 4' D' 3X4 Vertical aboveh shorn In table above. 45• K451' bracer s e or double cut as shown) at asswerilntg• L 1 n tocofOntruss design for upper andhil peak, space, and heal plates. Connect dlnporw at t of vertical web, Refer to chart a e foe n a e' a e tJh. s o Refer to the "dFv Designer for corx ltbrla not addressed by thb detaL IIL1 31 1 r Q TT Q) Air ffwcxw fYINY Suite Rnerport Drive Maryi Heghts, MO 63W3 esVAl• ma IBiAD NO iIILOV ALL ImEs ON Tla nlblvDlo s PQTTANi>• FIADSN THU naVDc TO ALL CORMCIDIR Dal UM TIC DISTALliili Tn sws a9A a wxtr care In fsb leatrip, handing, s p., Y s UYp one en o Itrf- to foaae the latest .ruaw o oat t•+s Ca,ponent saf.ty Ltforv aLob by m and s(u ran «f prior to perfanip sham function. Installers shall provii V•r e—t.d athn-wl«, too atone na.0 hag. p'p"+y •tt°d °'v sv<" d"` ih•°i'" nos+" shall have a p operty attadw r l ce(Yp Loc 1 or t aswappe m 11tal plain to ea a? f r* .,A- Z Ji above and anddpLaan the Joan DetW. vans noW atlrr+W. RMertoireappstlolaaA-z ,or .s..a.rr plat. po.lt>o.r. NpM, a dNslon of TTV Coppan as Inc shall not be regio le far aedat n he s.u~.ttoenea ny F.L-orof ,the taus• in orw,ce eM ANSUM L or ror harp, afvpep e A a«I on ttr hslro ar mvr ltrtav this r+rp anuses acQptanv of praft- in, this Iv- arq sitctvsv Y tl r ah. or M 1•aD Des%r p•r PAWM I Sort For wee Manatfon sn tab Job's emnxl notes pape an/ ttviw .ea alter AYMwww.4*wrK.sonl TPb ne.tphst s s cA. ATE ip•. / / OR`O'e4 G • s'• OR a••• SO A wUf4Mal lilUtl> R 04/10/2018 1 V O TOT. LD. 60 PSF REF ASCE7-10—GAB14015 DATE 10/01/14 DRWG A14015ENC101014 IMAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10i 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 120 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 On 100 moh wind soeed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace IN 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B d U Q j S P F P N1 / N2 4' V 6' 11' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard r5' SP D F L 4' 2' 7' 0' 3' 8' 3' 8' 7' 9' 0' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' N2 4' V 6' 11' 2' 8' 2' 8' 6' 9'9'10' 2' 12' 10' 13' 4' 14' 0' 14' 0' M3 4' 0' 5' 7' 511' 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U U Q k, Q 1 S P F u flF 81 / M2 4' 8' 7' IV 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' M3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P D F L MI 4' 10' e' 0' 8' 4' 9' 6' 9' 10, 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 82 4' 8' 7' 11' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' M3 4' 7' 6' 10' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10'' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' e' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d LJUuF x d O S P F fl S! 1 / #2 5' 2' 8' 9' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 83 4' 10' 8' 7' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' E73 10, 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 9' Il' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' SPH1 DFL 5' 4' 8' 10,' 10' 5' 10, 10, 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' N2 5' 2' 8'9' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 03 5' 0' 7' 10'' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10'' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0'14' 10' 14' 0' 14' 0' Standard 4' 10' 6' 11' 9' 3' 1 9' 10' 1 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Diagonal brace optkrcs vertical length nay be doubled when alagonal brace Is used, Correct diagonal brace for 5258 at wach and Max web total length Is 14'. Vertical length shown in table above. Connect diagonal at Wdoolnt of vertical web. a & Q F9 AN ffWCDkVAW 13723 R—port Dme Suite 2D0 Maryland Heights, MO 63043 Truss byreh Abort r IB• L ail HrLce ill ill 2x6 DF-L 12 or better c0agonal T t bracfi singte B' or double cut as shown) at L 1 upper and. 41k Val NN Refer to chart aTV MVARKDGER READ NO FULI" ALL MOTO ON TICS DRAVDei = MORAMrM nAemM TIDE NAVDf To ALL CMfnbICn= DCUMM THE DIFFALLERL Trhrses rentte extreme core h fabrimtko Mrdhg, ^+r!.-M} Yefer N at, the ate" esthorh of 3= (JhsOp compornt sere y lMa m.t> .. b m ..r &. r<r. v loors prior to perfan•mihp three functions. Instaaers shall provide temporary kn p per 130YaI. treenotedotherebthushe, tap thud shellhavepraprrtyattededstructurel sh mt" .m.i =1 m as have a praprrty atteded =rek%hy lacatlore Sheen for pervarrnt mt.rel reetreemt oI 0hW have Mte11N per IISIsect6rV37orYID, u esdlokle. Applr plates to each /S h tntie end eesheenebovrendontheJokrtDrtels, w rhotN otlrrelee , Her to dtt 16WZ For a division aF ITV rsstumkrd pLate Fpoardara .y i .khg. " furry fetwe to kJd It* trw In confonarce eM ANSVT(M L w ForRharWp, a rt.u.tivh L track of t..mre. A eweernihan this a ask w mvrr 11 tk Rh this •rewkhg, Yhhitates acceptance of prfes mel s' vry sb hc. re^'°sh `Ynthe`-= w` tarDAdVQ De.j "—I o'§ ""'° for mhre hhfarmatlonsee this Jo•'s gmrrW rotespp.ppe .rhd three web stet AVDFi rwalpYrmwrau TPL rw.tpMtorph SYI'Jr ew.eedhsrtryorgt )m mhohaeleop J • ATE l OX11% t OR0. 0-' SS ONAt Eta Bracing Group Species and Gradest Group At S ruce-Pbw- Fir Hem- Fkt 01 / Y2 IStandardl 1 02 Stud Y3 Stud Y3 Standard as Fir -Larch Southern Pknesss Y3 Y3 Stud Stud Standard Standard Group Bt Herat - Fir YI L Btr 1 Ins Fir -Lurch Southern Phewsw Y1 YI Y2 Y2 Ix4 Broces shaLI be SR3 ( Stress -noted Board). ssFor Ix4 So. PM use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group 3 values may be used with these aces. Gable Truss Detail Notest Vlnd Load deflection criterion Is L/240. Provide uplift connectism for 1D0 plf over contkwous bearing (5 psf TC Dead Lood). Gable and supports load from 4' V outlookers with 2' V overhang, or 12' plywood overhang, Attach 'L' braces with IN ( 0.12('x3.D' rd) naft 1I For (1) 'L' braceh space nags at 2' or - in 1B' and zones and 4' o.c. between zones. 3K Bear (2) 'L' braceip space nags at 3' o.c. in 16' and zones aid 6' or- between zones. L' bracing must be a minimum of BOX of web member length 11 Gable Vertical Plate Sizes 11 Vertical Length Less than 4' Cr 2X4 Greater than 4' V, but less than 11' 6' 3X4 Greater than 11' 6' 4X4 Refer to comeon truss design for peak, splice, and heel plates. 11 Refer to the BhrldkV Designer for conditions not addressed by this detal. TOT. LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DR WG A14030ENC101014 CLR Reinf orcing Member Substitution T-Reinforcement This detall Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement) or reinforcement method Is desired. L-Relnf. Notes, This detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinfore cement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T- reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. OIO Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement, Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. or O•` J SF Scab WWWME00111 WAD NO MUAW ML 0117M M nU MMVM i : * 1 *Le PSF REF CLR Subst. emPOTIAIMWFW= TIM MVM TD M.L COWL CTM DQI®G THE DaTALLERL Tr sane nee .+trerw Carte h fWtethy i l'nD, ei y, ertetlYy W Refer b POW. the lete t "tion of >crJ or., c..n nif ty lrn(arrwMon by Tm 7wtr wlpfar .. ; IC D PSF DATE 10/01/14 aYctica. Pam. to p.ria.,i.ip tlr.. function. I,r4Wr dWl p owM..rgw..tl,Yr u+dPW ATE LLian ^ota' .n^'..• tap uo°'n.11 he" p.ape rty •tt'dw- '..t°"' oil" ro`__ • PSF DRWG BRCLBSUB1014 dell have a prc m y ttadwr = c.Eio Lacs ft 0— for per'.or - lat.rai rwtreht of d d w1d h.t" sl isk s.ct(oan w Joint DpOi.E`.• .; mks °lo ,.°r:w to .wr r., O/••• ` `O••w PSF to . YpoWdtlw1E011-Z far .4nWN pl.t. podllvw. . /, pR • AIpYw• a any of ITV o J1pp wpawnt. trap Ina. de0 not I. r..var Rie for arty de.i.tlon •••••.w.••.••• LD. PSF ANTMOYMNYrationofthe truss S. cornfaxrce .Hh M61/T I L ar far han 11V O y f• Ul / erApjseeewrMprt d. r.rp Balmilymolp'Pw lwnp thr +.rap, hndte emptim" of pvhsr W I"V , \ At- DUR. FAC. 13723RrverponDmafar- vq - Y ti .n n The MfaYElty Ww nw of twB ianlh- Sune200 SAdIng Pe' Ai Tpl I feclL Maryland Heights. MO63043 for wore Merrwtfon s.. tw Jr' Q.rwr.l rotes pp pDe .nd tiwse ..Y d4w Ufpl{11I1%I SPACING 11LIDErm4;lnaltly . u T. eee.tpert.rpl SRCM ...aee+etryayl ICO mlcoe/say Commentary: Camber May be built Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages, Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avolds 'dips' In roof rudelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber Is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Units Live Load Total Load Pitched Roof Trusses 24 L/240 vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load 0.25 x Deflection from Live Load) + i!6pz_ Design Dead Load Deflection) The following tables are provided as guidelines for Th , limiting deflection and estimating camber. Conditions or Note, • e considerably less than codes may exist that require exceeding these t • •.• recommendations, or past experience may warrant using more stringent (Imitations. o. 648 ' w"•ma W"D No fuLlN NLL NOTES a1 no D•Atma : • 1, REF DEFLEC/CAMBsaWFUTfAMTFUISMTWXDUVDGMALLCOWntWTM ICUMM TTE naMLLoa •VAT 7l Terries rearm. ertr.w. care ti fear katlro h wxllro d p m, Yate11Yrp W 1Leisr • roll. tha latest star a DLSL ou p Corgorrnt Safety 7n(arwatar by rrl° a iiry f .sy • DATE 10/Ol/14 practices 7rtr to periorF* these frectk r Iratallers shall pmAly Y rp per • nlothrreWtapcurdshmllhowprap.'ty att.drd structural sties "• •"n/ •E DRWG DEFLCAMB1014 eashallhe" •properly sttsdral a c.00 L—tae sho.n fQ penrrrerrt lateral r.stnYrt of • ( shallhavehrtnlledDerKSlsectaa33. 37 w ED, as opp11 Y1r Appl pates to eadr • `/ d L J of tros eM u sla— above vd on the J.M Drt ft, riirss —teal (, O ., 11 Refer t. sv ua-z for starrev pet. p.sltar. %. / Alper• a dvialan or nV DarOaants craw bvG shall not Mr r.spveYe for rrrtion / - S•. ` O R V .• ANRWOXI.IMNY eu h-= • Y ff l—ag oftothev.w Pr mrrforwnce .roe wm rDl L or for hens p, r pry, •.a.•asoS A seal m this a.ro ar aver Drier• Vas rasko Yrdutes amptvo a_pror.ssa.t I/ 0 G 13723 Rrverpon Dme fly ems= 1 1TPUR well1 E Smte 200 w ire .r Maryland Herphls. MO 63013 for woe. Marrrthar sole this We pnaral rmin ppaapQae W these sea site. 11n ILA, ALDDGee4*aKsm TP6 sss.gfrtAM SW.*.sssaaOYtry,ww MD—Jccwf.arp ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf. Lateral chord bracing requirements Topl Continuous roof sheathing Dot, Continuous ceiling diaphragm See Engineer's sealed design referencing this detail for lumber, plates, and other Information not shown on this detail. Nails, 10d box or gun (0.128'x3',min) nails. 45' 2X4 Blocking nailed to sheathing and each truss 2X4 DF-L #2 or better diagonal brace. Attach each end for 560#. 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. p) H Less than 4'6' - no stud bracing required H Greater than 4'6' to 7'6' In length provide a 2x6 stlffback at mid -height and brace stlffback to roof diaphragm every 6'0' (see detail below or refer to DRWG A12030ENC101014). H Greater than 7'6' to 12'0' max, provide a 2x6 stlffback at mid -height and brace to roof diaphragm every 4'0' (see detail below or refer to DRWG A12030ENC101014). K ptional 2x L-reinforcement attached to stlffback with 10d box or gun 0.128' x 3', min.) nails @ 6' o.c. ft n an1111 ^ r r11 rrJ1 /11= L F ANrWO06Air11111 13723 Rrverpon Dme Suite 200 Maryland Heights. MO 63N3 11111111VARKDOM WM NM FMAMW AU. WI[S DM TIDE WWDO 11WI TAMi•e MUM TM W VDfi M N1 m17FACIua DRUMM THE DWMAMi Trrates replie estrene care In fabrtatep, hancDiW whppYp, btallYp arnd arve261 prollm the latest edition of X11 wUP."Corpow. Ufe4dthort .y Tpi w irru for practices prior to parfanip Nacre fvotlans. Installers shall p = tawpv ubraMi per V= rotor otherwise. top cJ= dell have grape, y attached st.,,ctwl era aur id btta dh.0 have a properly attached rigid ce1Yp Locatbw shown for per"arent lateral resI ah or dell have Metalled per BSI sections 33. 37 or KQ, Y Appi plates to aadr f¢e er, rr of v. o .rratiw Y fw s .Eeard pL a/1 w .loon: n.t.e.. Y ,pis Otflll' ; haler to dr. 16oA-2 for standard pot. pastller. . Alpha, a diWlon of ITV Corgarnb lac shell rot he nagaretle roe tlegattln , rali-e to off tot...aa hr a.,r.r..ra Nwrvl L ar for h.n r pry A •wal m Oda dra.rp or mvr, ppe n tb ter dre.o. Mdicataa acceptance of proMrldohal er ewr; l 1ty eo4ly far N• dv TM •JlaWty vd r• of this, Imo- vqricerreisth. r.>aarmhy. &••V Daahpr pr AIm/IPI , > For siore hrfor+ethon ••• e» So.'s Danar'al ^ate• gpaappee w Hes...h dite. D ALPM — alphnettw.ccwr T AT O •• O O` •- • s.••' . kv S 4NA1. bnnWWll r TOT. LD. 60 PSF REF GE WHALER DATE 10/ Ol/14 DRWG GABRST101014 MAX. SPACING T RelnfoMerck Go Tr Gable Detail Fnr L et -In Vprticnls Gable Truss Plate Sizes Troprlate Alpine gable detail for sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. e, 2* 2X4 2X8 rroviae connections tor upltri speciriea on ine engineerea truss aesign. Attach each 'T' reinforcing member with End Driven N61is1 10d Common (0.148'x 3,',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails, IOd Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015ENDI01014, A20 8M%p#1 A11530ENC103014, A12030ENC101014, A1403CENC101014, 101/•. A18030ENC101014, A20030ENC101014, A20030ENDIOI 1 S11515ENC100815, S12015ENC100815, S14015ENC1 S18015ENC100815, S20015ENC100815, S20015E • S11530ENC100815, S12030ENC100815, S14 1 r1sS18030ENC100815, S20030ENC100815, S200 DI EDIO 15SeeappropriateAlpinegabledetailformaxunrojAgotyi T' Reinforcement Attachment Detail T' R•Inforcbtg 'T' Reinforcing Member Member Toe -nail - Or - End-naLL To convert from -L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace T' Relnf. Mar. Size T' Increase 2x4 30 X 2x6 20 XExample ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'oc. SP M3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30X = 1.3D 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' wLIRKIMiw M D VD Fa.Lw ALL MOPES u4 nos aavnti iR ^ . "- 3 REF LET -IN VERTW[fNff= nreLLSll TfOS D MW m ALL WlIR ES M DQ DRAVD E D6TN1FAt Tr ses require extreme care h fabrtothg, 1vd+a, s y p, btnaYp and Refer p i follow the Latest er,tian w 1CSI Ouldhp Comgorrnt so sty Irmfanntbn, by TPk and S-1W for w ty : ATE DATE 10/01/14 prat ; Prior to perfor+ep these fvmctkn Installers at" wO.We par • DRWG GBLLETIN1014Unlennotedot/erwhe, top ch- shall hove properly attached rtn¢twai sleotfir bottom • • at" hove a properly attached rid celhP Lora Me down for perw tent Lateral restroM of • •• A . v shoo lave bap odptYbentaaN per tC51 sections 33, s7 r Wo, as opplwble Apply plotes to each fac (/ a• L `O e.` ra 0 Refer to eF 16WZ f sto Mo r wWplate the JoM Details, views noted atMrwlse. '/ •.e•eOR •, G.• Alp e, a division of rry u wpvenis grow lace dell not be rnpwLale for vry devlot4on fre" SS QNA L MAX. TOT. LD, 60 PSFANIIWCDMPANY *6 +a.ko any folva to bvd the t„ -s h ranfa,erc..rom wavrpl L r for nardkmy .hbprp, 4 Yetaaatlon a tradie of trosea. weft m ifb drowY4p •ow i pthedo dic , The . Listingthisdrawltow rosy w of oaab 4flllglWul>f Suite RrverponDme •" •^''tbo rah, r lw wader par, AlavTPI I Sere N0 278 04/10/2018 DUR. FAC. ANY Suite 200 OWMV Maryland Heights, MO 63o43 For more hfonetlon sas this Job's e•"na< "°t•s ppaoppee and these web shim MAX. SPACING 24,0' ALPWjwewslpeeltw.cowl TPL ."Aphstory S1CIY tee.stxiWtetryary ICP mlccsafe.a'p STR NGBACK BRIDGING RECOMMENDATIONS BUTT STRDNGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR NGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 O 2) 10d CCMMDN (0.148'x3.0') OR BOX/GUN (0.128'x3,0') NAILS AT TOP AND BOTTOM OF 2x SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (010d BOX/GUN (0.128'0.0') ONAILS. are the preferred ATTACH STRONGBACK TO WED W/ (3) 10d COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN 0428'x3.0') NAILS attachment methods O GBACK BRIDGING 0 REM NTNonereulredF1row (at an* of2rows0ateachV3 t Spor rows at IC oc pohw All scab -on blocks shall be a minimum 2x4 stress graded lumber.' so -AR strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' so -The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) ow -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' Is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ZAlTACH +• as TO STR NGBACK a 11103' BRIDGING ATTACHMENT ALTERNATIVES esWAAD) Qi WAD Mm rM.UN ALL MOIQ a THU aavno anDrCU TM Fa,®, TI3 MVDKi To ALL rn ntwTiTa ncumm TIE owmim =a Tr. Qeee regV.v extrarr care In f•.rkattly han"'°' . oro, `rtawio •"' `"d I C* PSF REF STR NGBACK roues the Meet edition of ¢a oura CoMo•rrrt af4 lr/v, . b m w ro _ iuu`N'r •i.• y per gZ:Zmd yd, A drll+.'•• C D PSF DATE 10/Ol/14 DRWG STRBRIBR1014 rshaurotNvtlrrere, top dvd atru Iry prapMY •ttadr. .tnctvW dr• he" • P P{Y •ttad- ar c p toms Yn•n for On'•nrnt 1•tml restM ATE PSF a 0 of have 6r.1p Yrt.ON per' sCtl sector 3X 37 or 210, u AWy plates to esd1 r a pasltIW es •ndor w , , b.,t D.t..,. npplx. 11. •tlrr. t.e. war to t. tsoA z ear .t&bm wow padeja viess . War P • PSF AM ITW aoMlwn thh A1prr. • division of m Building CwW -now Gray 1x rru rat In resmallats for ate' +vrtbn e.1,..n,, f.A— to hid the truss aMi cwif .1th AIm,,,1 4 or for h•^rrV 4Pr,0 r O R ,. •' ease.•• LD. PSF YrwLmn 13723 R—rpon Dn a rr•e,p of troves. of hoto The owwvS l R. FAC, 1,00 IN 0ra•ti i• p/O e`a SPACING MarylamHeiOhb, M063a3 For '• YKor,rtlon fee er,h'v 1Dtef "'• `e° AIIDEr ees•1pMtemlr T 0 m.tphetorpl SlCM m .or91 iW eesJccwfea's w r' f'"au1 w un -, otwo 1` LLJ i +' J w Q 0) Q + U) o LLI U7 ry -_ 0 L1.J c a L Z Q Q) O U U Q Q Z r ^ : 3 V u Z T Q LLB LLI >` z C L-_ z 0, LLJ C) 0 z Q 4- L O O Q 4-1 J +T IY Ld n o CP LLI U7 U) Ld O a a J Q 24' I I ( I I I I I II I I I 1 1 1 1 • 1 1 1 1 1 • 1 1 I 1• I rn I• II' A II A II A A II 1111IIII I •I I I I 1ST FLOOR TRUSS LAYOUT 24' 16'2' "i 7'10' 3.8' 9.6' 10'10* r 24' 2ND FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 4- 3/16" HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 2) HUS26 14) THA422 19'-8" HEIGHT 8'-8" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBIUTIES-. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINCING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REOUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING. INSTAWNG RESTRAINING h BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' SCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD/ORMOND BEACH/MASCOTTE DAVID WEEKLEY HOMES JOB NAME 7499 - A LOT/BLK/SISDIV LOT 45 REAGAN POINTE 6-181CRH 119796 I:L C:ORD CUP i b D City of Sanford Building and Fire Prevention Product Approvan"eci cation Form Permit # ## 1 8- 2 2 9 5 Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildino.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-R2 MI Windows and Doors Sliding Glass Door FL# 16054-R4 Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.3 wide. Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic Other 2. Windows June 2014 Single Hung Silver Line by Anderson Extruded Vinyl Single Hung Window FL# 19715 Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider Window w/ Nailing Fin FL# 14994 Casement Double Hung Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-R15 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing June 2014 Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof June 2014 Applicant's Name _Tracy Wiggers_ Please Print) June 2014 EcE1VE JUL 18 2018 Der. pk01 CITY OF SANFORDQBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /9— Documented Construction Value: $ ! S co , C•'(1) Job Address: `ty 11 t f-if- hJt % Historic District: Yes No f Parcel ID: Residential l Commercial Type of Work: New-FAdditionl AlteratiSon Repair Demol Change of Use LMove DescriptionoflVorlc: C(" n) e,4e W t r l/1 of f refit (?'tt r- t. P V o Plan Review Contact Person: Title: Phone: Fax: Entail: (_" rl* TAq) T lle(_CQI' C(tJ) . t OrqName Street: City, State Zip: Property Owner Information Phone: Resident of property? : r Contractor Information Name Jt'- Se('I 0 LA-r,c. Phone: M — 7 % Street: 1.119 G IGty ,S'k Fax: 90) - U0 % S a City, State Zip: K SSl Mo ae , PC State License No.: 8(_DUD jq S9 Name: Steel: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lencler: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CORI51ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE Or COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all %vork will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Stoll be insaIbed with the date of application and the code in effect as of that dote: 5" Edition (20 t4) Horidn Building Code NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required fi•om other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pernlit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires paynient of a plan review fee at the time of permit submital. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estunated construction value of the job at the time of submittal. The actual conshuction value will be figured based on the current [CC Valuation Table in effect at the lime the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed conh•act exceed the actual construction value, credit will be applied to your permit fees when the pennit is issued. OWNER'S AFFIDAVIT: I certify (hat ;ill of (lie foregoing information is accurate and that all svorlc will be clone in compliance with all applicable laws regulating construction and zoning. 70L Signature ofO%vner/Agent Date Sign ure ofConctor/Agent Date Print Owner/ Agent's Nance Print Conrrncior/Agent's Name n Signature of Notary -Slate of Florida Date ONvner/Agent is Personally Known to Me or Produced ID Type of ID I CHAD W COWDERY MY COMMISSION # FF98591b i EXPIRES April 25. 2020 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits 12equired: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00002295 Date 7/18/18 Application pin number . . . 450775 Other Fees . . . . . . . . . 01-POLICE IMP-RS 09.1.17 384.82 O1-BLDG REINSPECTION 35.00 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 9000.00 O1-BLDG DCA SURCHARGE 27.40 O1-BLDG DBPR SURCHARGE 40.10 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 .00 .00 60.00 Other Fee Total 12724.08 12660.08 .00 64. Grand Total 12784.08 12660.08 .00 1 .00 q 004 l FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002295 Date 7/18/18 Property Address . . . . . . 4624 SOCRATES WAY Parcel Number . . . . . . . . 22.20.30.520-0000-0450 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1064716 Permit pin number 1064716 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 45, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES Site Benchmark Information- 1 Fnd. Nail 6 Disk "LB 7823" In Edge of Pavement. Elevation: 46.30' 0 #2 Fnd. Nail 3 Disk "LB 7623" In Centerline. \ Elevation: 48_91' Fnd. 1/2" Reber 6 Cep "LB 7623' p Q so• Lot 46 oo° o v 0 III / may, 4 SOCRATES WAY, SANFORD, FLORIDA 32773 Benchmark information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) OAO NCO O7 0+, ... Lot 45 :: eo d Fnd. 12" Reber 0'.'. : `pC ":::!3• ?e moo' Cap "LB 7623" o b \ Fnd. "X- Cut Q \ 0b gsp SO\ 2o 9 `, sG...... 00, daJ/ far` ' S bf/ yag001 Aacf os, \1J oh 0#1cJ/c L 0 N 0q' sa W E S 0%° Lot 44 Fnd. 'X" Cut L 1 N 49'08'32" W 34.00'(P&M) L2 S 49008'32" E 34.00'(P&M) P.T. on Lot 44 L3 Not Located S 49'08'32" E 29.00'(PBEC) Graphic Scale 61 t• 2 Scale. V-20' Revision: Added Foundation Survey - 8109/18 - TCK Revision: Removed Proposed Conc Stoop - 523/16 - RPS Epx DwgDw try. _ ' Idyt& k f u BICEDe3FCAE84EB... Field Date: W/101a Date Completed: Oe109/1• Nmrs adurv.yUMa.,londMLpMDavRU.nfr=d4dbyOlwa f1p111gftw "'YinRii°id1ici OmLw d 1oa.oy_.y P•1 do edr.= yo.a ya.a—uraoom.-PalYa Tvh Cm odae.ldmyK0 adp4Ma"usorbSwS•E wdwmyD."m--o-slo.ee...ao.tie,luenn..•aw.aDrawnBYTKFileNumber.IS-45033FO a S.RJrtt a.. Ea Mn.nr.Wlo R.av1t dRaad, MrgRNr.wnfawrth.unrJ.d 4d Sya.,d.u. D..adw*. W. nN~. Ctnfr ovia SMrw.M. d P-0ce buW G~ hda 6M dFbdd. hwwd— wN=211 eL17.DS7 SUAdmYivtDwcodaP)Fb10R RR UMr•d .i a.. Legend- cC Cd^h= C. Mks PC •PdnIdOM1• Pp R4 aWMh. Ma.. NOTuw.dur.urmucr FaMryIYM Qnw Mnnhr+ 1Rr' Ce drrvo. CM.M Pt -o ."r41rMrmn aran. MbMOn alW 0M rglU dlg, nW dtdea.Ww Fw h. NOT k4 WLRUSS pCK CM CglcDCod= d. Nauman Con=" P.O.S.. do d B.yRl.q P. OL•PdmmUrr PP d,. MM rrrN qo T.11u.No D,M I.uda".. aP.abr.a" MUST b, v.IS.o by Q 4 wtl- L. r FDr l S •I. Ff DEDnhApAEnrrrnPRM .P.mu MRd. pp.Pd..UMyS..nlar G"pWw Patrick K.Irela \q 6637 L8767, E. •Euaw. M_M aur.dTNaSawiyhrFVpov..dbrrMR.adaLSMdr.,nhmlanv.dn.nla.xvw FENA • F 4nr.a.rn.rd TMpaiy TNS C-'^',-/, IS tr1[W USe of Said CIT[Me{IPWef AfrCYRT .Pa PaIMCT.wrw. u.MMNyyRld, au MullaraMSarOtlNrWnrMMtU. R.d w FFE 1P LLFYbMd Rm ES.vdlm Fgnrd lmnPfp• L. rplb (Ard) RA1 - R.dl R- - R.bo ACAp W& • R000A. d Ryfla . Room DSID MINKOVE PROPOSEDDRIVEWAYANDSIDEWALKOVEREASEMENTS. npFI CEIgO D/ t a8t 1DO S /ttA}9 1 1nS( Y I 1 G4W/YVr W Associates LI IiI UGUVIW Inc. Ireland1NRD NO A DIM S.AG 7673• r/ 1J 1301 S. Intemallonal Parkway SuRa 2001 N R. NDr R.M ryP. : rvPRd yp. Lake Mary, Florida 32746 ORE POeldtl Rm eoR PW LIE WMc_.m WM • WRM Now www.trelandsur.vAV.com P e 4PM et WOMFAroA • Dda (CAmrd And.) 0- • CNIn Ullk F.rrr. Office 407.678.3366 Fax 407.320.8185 Job Address:` t Parcel ID: Type of Worlta )ii Descriiition of Wo CITY OF SANFORD BUILD,,tNG;&;FIRE; PaREVENTION• v:P;ERMITtARPLICATION lq. pilcarlon axo: . I' Documented -Construction• Value:. r-)bc rA JQ A.A istoril::Di§irio: w-U-Nogt• Residefitia Comitiei cial Addition-0 Alteration.0 •Repair•Q ;Demo;.-.Gh:1.>rlge•of:U a Move•- t Plan Review Conta•Pel son: Title: Phone: 1-333-385-3 Email•EvaC,lu1i LJ),ii CoT1..' foperty OwAer Information Name ` Phone: Street: _ _ Residentof property? City, State Zip: Co " . -. " for Information Jf Name ,=7'1vr. - -- - _ Phonq:. •"t0r.grJ street. •Fax: _q-0-7= ' - S S'S3 _ City, S.tAte State License No.:._.' Architect/Engineer Inrtormatigh Naive: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR.' IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF. COMMENCEMkNT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH: YOUR LENDER OR AN ATTORNEY BEFORE RECORDING. YOUR NOTICE OF COMMENCEMENT. pp4+cati4Dn4s- ter-eby-made—to-obtain-a-peniriHo-do- lie -work —end ttstattationsas-imiicrted. 1 cul tify tfiat no- work at-hSStnIh iiun-1T;IT commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Rcviscd: June 30, 2015 Pe mit Applicatian NOTICES In•addition:to the •trquiierrienfs.of this•permit, there may be additional restrictions applicable to this property that -maybe fourtd'ip`the,public r Lords' pf this dotinty, and there may' be additional permits required from other governmental entities such.as water management districts, state agencies, or federal agencies. Acceptance of'permit is verification that i will notify tlib O*hcr of the property of the requirements of Florida Lien Law, FS 713, The'Cityof Sanford requiies'payment ofa plan,ieyicw fee at the. time:ofpermit.subrriittal. A-copy_of the execrated contract is required in ord'er;to calculate a plan review charge and -will be considered the estimaCed construction value of the job at the time of submittal. The actual coristruction.value will be fgurcd-based on the current-ICC Valuation Table in effect at the time the permh'is issued, in accordance with local' ordinarict. 'Should calculated chaiges'figured -o$ the executed contract exceed the actual: consfructioti value, credit will be,apptie.d, tp yopr;permit,fec$ Y-h,en'the.permit is issued.' OWNER.!S:"VMAwIT: •j-'— rtify that all'of the foregoigg-information is accufte ' iia work will: . be tlbne in compliance with .all ap jlicablerlawsregul'at i tonstfuction and-zo g'. J yr. :J •. 7'• a r ! •. , r Sign4h=ofOwner/Agent Date si reofcontractormient• Print Owner/Agent's Name P;jt'I Contractor/Agent's Name Il Signature.of Notary -State of Florida • Date Signemre Owner/Agent is Personally Known to Me- or Produced ID Type of ID ate • CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407),' OM153 FWdartotigSe,&c.c= ContractoriAgent is __%En -Personally Knovim'to-Vie or Produced ID Type of ID BELOW IS.FORJ•OFFICE U'SE ONLY Permits Required: , Building 0 Electrical*0 Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Atiips, Fire Sprinkler Permit: Yes No APPROVALS: •ZONING:. ENGINEER.W G: of Heads UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes Q No WASTE WATER: BUILDING: RcKiredtJuoa70-20.15— ..,-.=. imppliczdon - ----- - 1 888-831-2665 R DEL-AIR State Cert CAC032448 - HEATUIG_AM.CUI DMI111HIFIG David Weekley Homes Revised Date: January 19, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 JobName: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job Design Criteria: R- 38 — Vented Under Attic R- 19 - Vented Knee Wall R- 7.0 - Block Walls R- 19 — Frame Wood, Exterior R- 13 — Frame Wood, Adjacent Windows — Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater — 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/ FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE LIGHTCOMBOS PRICE faARRIgMGOODMA 7497 2.5 14.00 8.2 4/0 6,449.00 6,459.00 7498 2.5 8.2 4/0 6,250.00 6,260.00 JW7499 _ _ 2.5 4. 0 rrl 8i24 / 0 _ _ $6,1 89.00 - $6,199.00 REAGAN POINTE — 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/ FAN- TOTAL CONTRACT TOTAL CONTRACT PRICE GOOOMAN LIGHT COMBOS PRICE CARRIER 7510 3.0 14.00 1 8.2 4/0 6,850.00 6,832.00 7511 3.5 14.00 8.2 4/0 7,044.00 6,995.00 7512 3.0 14.00 8.2 4/0 6,978.00 6,960.00 7513 3.0 14.00 8.2 4/0 6,758.00 6,740.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Heat Pump (see Carrier and Goodman prices above) Cust Initials HVAC STATE CERT. LIC N CAC032448 531 CODISCO WAY Sonrord. FL 32771 407) 333-COOL www. deluir.corn f Revision Response to Comments Permit # 1 G Z Project Address: 4( v 2-9 S b c Contact: S L q Q1 Ph: V Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date lb -'3 0 . a Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building r3 f OCT 902018 SPEGAL-- -- - PLUMBING trqc,—mCaZA-- r CA•(TJti RECORD COPY SITE C'Ol, Spegal Plumbing LLC 1 u _ 2_ L- 15t f2cz: V PO Box 4478 ter 3 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 LA LP 2-Li Sbcrat-s w • y uc 1.8- 2299 Spegalplumbing.com L1C# CFC1428683 t rk Revisior Response to Comments OCT 2018 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: 1012) /—— Contact: A vls C-70') Ph: 32J 14H Q 79 2 Fax: Email: Trades encompassed in revision: General description of revision: RAuilding Nb 5-10C'D1+%Oo,) Plumbing Electrical I Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 11- t4 • kS v 1 4916 - D -:) ? ti- Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder:' V P Community: 4,4364,11 Pplrrl Lot: Address: _C f e r'.4,CS &J City: / p State: Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled as infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Ca/c (Performance) or R406-2017 (ERI): 796t X 60 = 15 q 5Co - . 9q Method for calculating building volume: CFM(50) Building Volume ACH(50) etrieved from architectural plans PASS O Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: ( v- Phone: 7 3 r ,2 G G I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. / Signature Tester: Date Test: ( of of Printed Name of Tester: C a l Q, M ckM 5 License/ Certification #: CAe_-0 3 /W / c-Issuing Authority: EnergyGauge@ USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1